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HomeMy WebLinkAboutProduct Approval (3) EVALUATION Most Widely Accepted and Trusted C-1. innovation SJRESr*,RtH LABS ICC-ES Report ESR-3492 S • • s • • a Reissued,03/-2017 reportThis • to renewal 03/2018. -DIVISION:-07-00-00—THERMAL—AND—MOIST—URE-PROTECTION SECTION: 07 30 05—ROOFING FELT AND UNDERLAYMENT RECEIVED AUG 30 ''011 ST. Lucie County, Permitting 1 REPORT HOLDER: TRI-BUILT MATERIALS CROUP, LLC _SdZ _i_Qlf"_e'irc $3�e' n -Sig►iaiD-K-Sig-SK!f%OGLE-ROOF-uivDERLw'l-AlEuiT--S l i c -1 C `[Cc C PMG LISTED -.......... ...0 ....J.G.. .........:... ...............si `R` lkol RKI 'i2111A P=r;n fonf- 1],�3�f;-;wYrs MA-Cfw_.:7 CFwf_� C..:�w.:r.n..lr..r..-y..„c:l �■s ' c:cJ.•: .... .-: n mrnr 1 J r.___n____rr INTERNATIONAL IVVS YC./AWulG ill CXC.CIIence .h_3ubsidizif y of COOECOUNCIr -SCC A=rwnoa LCC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not CB-PIS specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a 1 recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as "J ISO/IEC 17065 10 tot V p7ru ng or orner rI arrer ir,ruts report y or as io a%Tpr oaucr covered by rile repor .r. Product Certi6ce6un Body AwlµCCN al000 m '-ifi i,” ii'i-'rv;;il taiinn c.ar.:ira iii' i:ii rights reserve., ESEVALUATIONSERVICE Most Widely Accepted and Trusted IMES Evaluation Report ESR-3492 -This reporfis stibject to renewal-March-20-1-8. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® v1v1i0ivK1: v7 vv^vv—TiiiO v^!^-.L.-^�i'I^v a^^vivTUoii Uiiderlaayme its are also used as an aaltGrlate to tlis ICV eas3 a.'v i i::i i✓ai nci ai.ib\.I:,oG u,vi iai✓te, '15 U, ti is suv di i;5 Gi ici.iiei a of Section:07 4A 0 E2 of C-14.....-1 11,-.-ere'......en' th.. IDr` TL,.\ M.., 1.... d + F •ae+..Ee,.rs s. f vv u.r—wee uu e est area.aeetisFe say peens. he—C. „eV membranes are a,a\, use as a component o, ri.�;�^f��Hrnr.€ernsrrhs�r.>rc�t_j�=ria-;•�;%i�rr�}r�:?=n;.}tizc;�n�it -REPORT-HOLDER: 3.0 DESCRIPTION TRI-BUILT MATERIALS GROUP, LLC The roofing underlayments are composed of elastomeric POST OFFICE BOX 70 modified bitumen blends and other polymers applied to a RL ITHFRF0RDl, NEW_ -_IF__RSEY 07070 release cheat. Tri-R-1-lilt SIA HT T11 1 inriarlaymant is (asuu)516-14ts5 designed for use as roof underlayment in nigh-temperature www.tribuiltmaterialsgroup.com cond:ions. ww 2�J4d sIvr4e 1 w'r O,NI l Ia ^'r. The top of Tri-Built S/A HT TU ur lderlayrner It is Covered •=vra114a1�0 Q �t 1. .with �a ,.nonwoven rpolyester-and etfae -underside :is:seif- TRI-BUILT-SMOOT-H-HT-S/A,TRI-BUILT-SIA-HT TIJ-AND adhering with a silicone release tiilii. Tri-Built 81A HT Tit SAND-R SA SHINGLE ROOF UNDERLAYMENTS underlayment has a nominal thickness of 67 mils (1.7 mm) and is available in 393/8-inch-wide (1000 mm) and 1.0 EVALUATION SCOPE 653/5-foot-long (19 m) rolls. Tl,n -T - - -mccla i QiA 1.1 Compliance with the following codes: covered witha nonslip plastic surface and the underside is ■ 2012,2009 and 2006 International Building Code(IBC) self-adhering with a silicone release film. Tri-Built Smooth + FI SIAdhas a nominal thickness of 47 mils a 9012, 0L000 al\a GiUUo ((„/IG7-/„/„+fU„i/t uuue 2;mm)-and,.is.-available.:an.36rinch=wide,(9,1-,q,1 -and 65-foot-long(20 m)roils. ■ 2013 Abu Dhabi International Building Code(ADIBC)t The top of the Sand-R SA Shingle Underlayment is tThe ADIBC is based on the 2009 IBC.2009 IBC code sections referenced covered with sand and the underside is self-adhering with in this report are the same sections in the ADIBC. a silicone release film. Sand-R SA Shingle Underlayment ncm1 ..1 . ..1. czz - -- Physical properties Shingle Underlayment is available in 36-inch-wide (914 mm)and 65-foot-long(20 m) rolls. Fire Classification h ++ ibut f the -r.l D..:1+ S ortt1 uT o(A T: 0-M T,IG PIRrIUURGev 4,1e Iri io-114 Sm�4ll1 111 V: a„-�UII �! ri••v_ r..�i$sar z R{:!:T r_. !• rr}iMrrN_:�P=r:L�4H� f r= rirrry�i».lr.� 1.2 Evaluation to the following green code(s) and/or -been verified as conforming to the -provisions -of -(i) standards: CALGreen Section A4.407.5; (ii) ICC 700-2015 Sections 602.1.13, 11.602.1.13 and 12.6.602.1.13; (iii) ICC 700- ■ 2016 California Green Building Standards Code 2012 Sections 602.1.13, 11.602.1.13 and 12.5.602.1.14; - /\1 ham...•..-.\ T'+1..•l ..L.t A - - �Iln'-fnn0 Com..wL:..--.I_ .*-1. 20 15, 20 12 and 2006 ICC 7000 1Vational Green Building that decisions on compliance for those areas rest with the -.. •.-- ,nn -,, user of this report. The user is advised of the proiect- .1ial::JCl U"'` 11;%.%. !UU-LL'I U iLL t tJU-L�l L arm- It— i:JU- 9nnn% specific provisions that may be contingent upon meeting :s peciftc�conditions,sand i the.verification,of:those:_conditions Aiiriolites verified: is outside the scope of ibis report. I hese codes or ■ See Section 3.0 standards often provide supplemental information as guidance. 2.0 USES 4.0 INSTALLATION SA Shingle Underlay.ments are self-adhering membranes 4.1 General: used as an alternate to the ASTM D226, Tvpe I and Tvpe The underlavment must be applied to a properly prepared, ii, roofing undedayments specified in Chapter 15 of the dry, clean substrate free of aust, debris, oils and :IB.E:and..C.hapter;y..of.the:IRC. rThe iTriFBuilt•1Smooth.-HT .unadhered .coatings. =Acceptable --.Substrate :for iTritBuilt S/A Tri-Built SIA HT TU and Sault-R Sia Siiiitgie Smooth HT SiA and Sana-R Sig Shingie underiayment is ICC-FS F,valuation Reports are not to he construed as representing aesthetics or any other altribules•nal specifically addressed,nor are they to he constrted c .mv=°-J✓r;._..._.-.-l.L_....L:.._"gft'.c- ---- ..1...,...- - - - ...L.."I I., - - - - --:_"� - =- -, 6 to any finding or orner matter in this report,oras to any product covered ny the report. - rmeva� Copyright G 2017 ICC Evaluation Service,LLC. All rights reserved. Page 1 of 2 ESR-3492 I Most Widely Accepted and Trusted Page 2 of 2 nlvwnnd.Arrantahlg gl ihctratac fnr Tri-RI lilt$/A HT Tl I are j.17 rOKinITIONS OF I IRF plywood, OSB primed concrete, SECUROCK Gypsun7- The underlayment described in this report complies with, or Fiber Roof Board or Dei sDecl:Prime. Y P P is a suitable alternative to what is specified in, those codes installation Of the ui IderiaYrne 9is i Bust be by removal oval ui listed in 9 Section 9 1.0 Of this report, subject t0 the followii 9g dhe,FeEsaseZm�arada p{yirig,the seif�adhesive�underside coradidons: to the approved Substrate using applied pressure. 6tarting at the low point of the roof, a full roll or cut roll of the 5.1 'Fhe-underlayment must-be-installed-in-accordance underlayment must be positioned into lengths of 10 to with this report, the applicable code and the 15 feet (3 to 5 m) and rolled loosely over the substrate, manufacturer's published installation instructions. In parallel to tha aavac in n manner that%Alli allnui cirie Lane to the event of conflict between the manufacturer's Shed water. A minimum of 1 t0 2 feet (305-610 mm) Of Copy Of the manufacturer's installation instructions re9ccac i91m 9i9USt uc pecicu been 8S a 9c uiruthdcl rayl l icl ri is must be available at the jobsite at all times during rciiiiaiiiiri%i relVease furl-i heeds tU bVe 1eii-ivvcd +1. a,,. s +1. ., ., ,,. + ,; T installation. as - e remainder GI lire unuderlay1 ent is applied. The �.e-fri+�r!�_'re-e- it::m TYt }I��r",-lr- r..rr^ Hir s3+�:�s.�i.�}h.;.lf�Mc:. _'? Clot:ll:},ii+.n:i_iJ>.m�ti_! tn:.tl3a; TtS^f' tar:r+i'TtzV+'ia`�•rr -band-pressure. The underlayment-must-be-installed-with -use with-each product,-as-noted in Section-4.1. edge laps of 3 inches (76 mm) and end laps of 6 inches 5.3 Installation is limited to use with roof coverings that (152 mm). For valley and ridge applications, after removal are mechanically fastened through the underlayment of the release film, the sheet needs to be centered over to the cheathinn nr rnf}arc installation atio.. F he roof a . , , 5.4 Installation is limited to roof slopes of 2:12 IIIMdIItlLIUII GI tIIC IGGI Covering Cali proceed n�ul9Ediateiy (17 percent) and greater and where the roof covering i GIiG.-ii IIU app 11Ca-11Uli1 01 the u nUer I Qv 1-11 ell i.j. III— I. does not involve hot asphalt or coal tar pitch. Jn'erlay ICn's 119i_ist Ue covered by an approved roof „;the-t.4,:nsir. " c vrar:r-w.• ?l- 4.1 Hrvit lid }'nnir-=I:I�rr t c!�tncrr�-ni'_CGc.,_t^}:fetcrii.•rs,r.^rari:!arr�a -published-installation instructions. with-the applicable code. For reroofing applications, the existing roofing material 5.6 The underlayment is to be installed only when the needs to be removed and the existing substrate must meet ambient air and substrate temperatures at the time of f rent liramentc fnr naw inetall-a inne mc riacnrihari in +hie inctallatinn are ahnva do°F(F°r:l section (Section 4.1). 5.7 Sand-R SA Shingle Underlayment must be covered 4.2 Ice Barrier: with approved roof covering within 30 days after in areas all tile roof required lb have an ice barrier unlet M'.:1+{:`a;C.'� rF?? :n.l merit _ rfr e:a:--.. 2T:1+ &_a t{�?i-i !P 1± {s?rrrl;l S/A-1#T-fU,Tri-Built Smooth-HT S/A orSand-R SA Shingle Sand-R SA Shingle-roofing -underiayments -are Underlayment must be installed in sufficient courses such manufactured in Drummondville, Quebec; Chilliwack, that the ice barrier extends up the roof from the eave's British Columbia; Wadsworth, Ohio; and Gulfport, edge up the roof to a minimum distance of 24 inches Mississippi, under a quality-control program with roof underlayment, applied in the field of the roof, must 8.0 `I,,ID`fICE SUBI"ITTED overlap the ice barrier. ,__,�.„_, 6.1 Data iii accordance with the !CC-ES Acceptance ta..x I'953�99I99d. kriteria Jor ,Roof Llncderlayments ,.(HG.14), dated . Fiashitlg must be in accordance with the applicable Code. February 2012(editorially revised February 2014). Flashing around protrusions must be over the lower course 6.2 Data in accordance with the ICC-ES Acceptance of the underlayment and the upper course of the Criteria for Self-adhered Roof Underlayments for Use underlayment to prevent water backup. When used, metal ml as Ice Barriers (AC48), dated February 2012 Hrin armee let he inet�llarl hane.�th tl•Ie f Inr7arlo,rlrTant of ^.-' .. ... ... r.,....,...... -4--Ann.,,. •n f1 rii f,..+.. i.. .,.+...,..Anna., the eaves and over the underlayment at rakes. with ASTM D1970 (Section 3.1.1 of AC48) applicable 4.4 Classified Roofina_: to Sand-R SA and Tri-Built Smooth ST S/A. Data in -i-_ -r_: n..:la n n r IT TI r T_: n..:a n....__al_ T T n9n accordance w/�ii9hJ Section 3.1.2 of AC48 Is applicable 911r 999-oullt S/A nl IV, 999-oulll S inothl nT Jlr-% and .ytOiFriiRuiiti/t1.CFT-7�:AJ. `, =r..i•!.:C+ `A a?4':irrsL. rlr.;r!c'r!_-x:rrsrt.-m-�,:=t+. c`r!-mac -_ component-of-a classified roof-assembly -consisting -of -6.3 -Class-A and-Class C-rooftests in accordance-with UL Class A or C glass fiber mat shingle or Class C asphalt 790. organic shingle complying with the applicable code 7.0 IDENTIFICATION when installed in accordance with this report over a ...tf::....-:I 11 -.._..-tl::._.. � ..� t::1f iJi!-•--- --_:\. ..._ .-uv. ..... ... .. .. .. ..... . ....... ..v..v..v.... ... ...... . .. ... underiayments may be used in Class A or Class B roof identified with a stamp bearing the report holder's name assemblies that utilize roof covering materials specified in (Tri-Built Materials Group) and address, the product name. the exception to !BC Sections 1505.2 and 1505.3. The the manufacturing date code, the roof ciassification, and underiayments:mqy?-aiso Lbe I used:with i roof:_coverings E-of dhe evaivation9 report9 numbeer:,(7&SR-_392). brick, masonry, slate, clay or concrete roof tile, concrete roof deck, ferrous or copper shingles or sheets, and metal sheets and shingles, where such roof coverings are permitted to be used in lieu of a Class A assembly under Son o....+:a., onn� a Certificate of Authorization No. 29824 17520 Edinbinb urgh Dr C RI E E K Tampa, FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 n S ! gt_s:r:_CrW93XU0_;p-T mnttra l�tl �?4rre= ri?x� F �n,rn,l:r 7 ) Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25, 2017 220 West 41h Street Joplin, MO 64801 (4111/)llZ4-6644 lin Phillipeb,iirq KC Dallas, TX Tuscaloosa,AL Quality Assurance: UL LLC(QUA9625) SCOPE Cate-o-: Roofing V 2Y �4Pt:T��4Lsn�P/: �fit!:F?j}'Crir?r4.i�c Code-Sections: 1504.1.1, 1507:2.5,-1507:2:71,-1523.6.5.-1 Properties: Physical properties,Wind Resistance,Wind Driven Rain REFERENCES Entity Report No. Standard Year PRIPRI Cnnsimntinn hAntprinlc Tp hn 1l ieq(TST5878) TAP-(MA-02-01 TA,C 100 1995 _.:.....,.:...:.:......:.. ... .:.:.:. PHI Construction Materials Iechnologies(IS15878) IAP-051-02-01 IASIUU 1995 !-Rtil Construction Materials,Technologies(TST6878) ITAPt05:4c02t01 jTAS 400 4995 rH!Cavi ISti ii%tiiri 11 iviafci ia'i5 i eii nnoivy'icS(i:i 15S7Sj !Ar'-i 14-x2-01 i Av 100 1995 PRI Construction Materials Technologies(TST5878) TAP-117-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-130-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-131-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-165-02-01 TAS 100 1995 r Fri nein�riinn i:iiaianaic i inni—ii\T�ri i"" ici r_ - TA.:-ilii 1UGv' PRI Construction Materials Technologies(TST5878) TAP-303-02-01 TAS 100 1995 PRi Construction Materials Technologies(TST5878) TAP-307-02-0i TAS 100 1995 i'r:I lrUi i$lI UGLIUf I IViii[CI I:i 13 i C(:"'i"WGNS I I J i 50"7 O: i tl�-J I"-Ut-L I Rev i i 1J Illi) I o PRI Construction Materials T ^hnG gimes(TST5878) TAP°15 02 01 ^,STM D 63801 ^(2 '3).-1 Cons na, to 2CC�. C: _UL LLC.(TST9628) y 1}2NK9507 ASTMJ3.3161 2016 UL LLC(TST9628),, 04NK24366 ASTM D 3462 2010A UL LLC(TST9628)' 05NK28006 ASTM D 6381 2008(2013)e1 UL 2390 ASTM D 7158 2011 ASTM D 3462 2010A UL LLC(TST9628) 08CA59132 ASTM D 3161 2016 UL LLC(TCT96'8) 09;`:K 07896 ASTM D 3161 2016 ASTM D 3462 201 UA _ !i!i-C^PrT�_.T.13628% '1'!T!']iti'FM1413^ .i _Tu'.^.r^_d2d.^J) S:lS1'nl^. UL LLC(TST9628) -1 OCA64882 -ASTM D 3161 -2016 UL LLC(TST9628) 11 NK14014 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) 12CA24551 ASTM D 3161 2016 I II I l r`/TCT0R)S11 A7=11 nr.A4 ACThA r)C1A1 ')n1)f2/)n111u1 UL LLC(TST9628) 47157043752 AS T Mi D 3161 2016 UL ILC(TST9628) 4787148748 ASTM D 7158 2011 ASTM D 3161 2016 ASTM D3462 2010A G�-RFmEK,Technica!._SewicesLLLC,(AN61l1.6,U) IT_-BR1-6.D0.113 Calculations e201.7 -fBP1-5001.4 -FL18355=R4 Page 1 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION -Elite-Gfass=Seaf® -12=114"-x 36",ASTM-D 3161, Class-F-and ASTM-D 7158,-Cfass-H-self=seaffng, 3=tab (Frederick,Joplin& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. v (Frederick& asphalt shingle ywith.fiberglass mat coated on both sides with asphalt and surfaced with --- ----:a1 ceramic grant llac rnrpnlliinn�nrith ACTfI/i rl 3462. �la;ssa i ,�=1/#':=x�:':�EkST'1��D;7t1�x3, fs4ass+l�lf-�ealrnn,�=.tabt�lt�tairrot>?:withTfzi�mti�s -(Joplin) mat coated-on.hoth_sides-with-asphalt-and_surfaced-with ceramic_granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Heritage® 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass iiiri:iIII Hi nNarllnil :ii iii iiia"r. tilliirii:i=ii 'vYifii iiiiii�rni ---ill iirti Joplin,Phillipsburg& complying with ASTM D 3462. - - Tuscaloosa) Herlta e -Premium 13,1/4;'.x_a9-_3/B,;,.AST M . 6.j, -Class.F-and.AST M-D .7.15$, -Class.H.fiiie_glass �Inur...rl arlr, !I,Ir "Phillipsburg-& complying with ASTM-D-3462. Tuscaloosa) Heritaae®Premium 12" x 36", ASTM D 3161: Class F and ASTM D 7158, Class H fiberglass reinforced, it 16uCtlbn� IClm iIICtLV d 0I%,IIiicliiurai aspllan sningie suiraoeu wim mineral grannies complying vom ASTM D 3462, Heritage n VintanPn 17-1/Z v Am ©CTM D 3161 Class F and ASTM D 7158 Class H fiberglass reinforced ff?tillll�#±+*sa! I�rrii>�ted�r�?#tett*r�!.::asT(tr�t�t??rs!e:tiLrf�!�:_v�ith:rrii[?eria!:�r�r_Lx�v:�m?�I;rir:�°�a4th .ASTM D 3462. v Heritage®Woodgate 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas&Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules CoMr)!Vinn vi th ACTRA 3462 /+ I lei ILCAU.CV WOOdgatG 12" x JU JIL) AJTIYI D 3IU I, I�IGJJ r fiberglass reit if Vrced, laminated architectural .-_..___�_•__•__ ZIII11:_!.-. :..._Ml.__.:_1111_!-. 11:11:a -.I 1111_ l - - -- i iti A-,S I-n. r�� rte. ;: :eeae:::.r.; GvAJI:QI;almlulc aulla�eU wlu:11111 la � ...... ..-.._.. ... _ 41GIII,/IGJ c.(:nlui�ali vJiiiir.�:i iyi Li,;�Fv�. sI tali b .-! h11 HZ ' be ilJGU it i}U 11-7non-11 d 1 I1 L only. -Hip and-Ridge Shingles -12-1/4"x 1-2, ASTM-Q 3161,-Class-F-fiberglass-reinforced, -hip and-ridge asphalt (Frederick&Joplin) shingle surfaced with mineral granules complying with ASTM D 3462. Vintage®Hip and Ridge 12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle TBP15001.4 FL18355-R4 Page 2 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of anv nroduct chances or auelity assurance rhanaes throuahout the duration for which this renort is valid. ;Ills evaluation report coes nor express nor imply wallamy, ins-mim-non, recommenaeo use, or o ner prccuct attriouies mat are not specifically addressed herein. GREEN TAMKO BUILDING PRODUCTS j� Asphalt Shingles TECHNICAL SERVICES, LLC InieTAi i A•nnn, (Frederick, Joplin,& -Basic Wind-Speed(Vesd): -Max.150 mph Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 19/32 in. plywood or wood plank for Glass-Seal new construction; Min. 15/32 in. olvwood existino ti rQueriuk, Jupiiii;Ivan:' yV�iJli44liVri. - - - HVH7)R Tiicralnnsa) neck (Non-HVH7); In accordance with FR( requirements; Cr�lirll�� eV�p?fhcrl mini 1•51329 in n!vn ^A nr�-od ninnk fnr r1ewconstructinn; Min. 7/16 in. QSR exictin�construction. �i'trdlt2)IRLr?t: iP4�L<t2ie.� t1? rrf?�LrETTiET ts. Min..slope: .2-12-and in-accordance-with-FBC.requirements. -Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation(HVHZ): Installed with 5-1/8 inch exposure in accordance with RAS :-, Anr, M;;ni ha rt:irF-q"c r :nikuhr-d r.rauatin : iiiC7ii i(7iin� Shingles shall be attached using "6 Nail Pattern' detailed below. Installation (Non-HVHL`: Installed 'th 5-11/80-inch CD.^ 1 / to auc� Vdiu i exposure Ilii aCCCidai ice Vv"iti i i w requiLements .alad .naanufacturer,s pubished Justaltation nuiiu%ons. Shingles snaii be attached using a:ii1-2ir •{ian Pattern"or"13 Nail Pattern"detailed below. NAILS bailing -- .....---------•-•........................................................ S-7ff Area - _..............•----•-----.......-.-.-..........-------•------......._............... Butt Edge Figure 1. Elite Glass-Seal&Glass-Seal 4 Nail Pattern (Non-HVHZ only) -NAILS N�Iing ---------- •\\. -------------------• - - 6-7/8i, T-5-118r, Butt Edge r.....e • CHO.-r_,,�� e_._.., n. r_,..-- c...,, • �—•—— —6 Nail, Pattern _._.... __... This-evaluation-report-is-provided-for-State-of Florida-product-approval'underRule-6fG20-3. -The-m anufacturershall-notify-CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ��"�����~��*0�� T�mnOou|u�waPnOouCTo ���mn^��w������ Asphalt Shingles TECHNICAL SERVICES, LLC Heritenp(W BouinWind Speed(V:): Max. 1Q4mph (Dallas. Frederick. Joplin. Basic Wind SpeeU (V,� Max. 150mpk Toss /(n-�m..ocdarmaa*Ath,,FACcMujoanmsots; & Solidly sheathed min. 19/32 inorwood plank for Heritege@Pnnmium new construction; Min. 15/32 in. plywood existing (Dallas, Frederick construction. Phillipsburg&Tuscaloosa) Denh(Non'HVHZ): }naccordance with FBCrequirements; � Sdid|; ohaathedmi: 1L)i32i:. p{a:k .b. HeritaUe®RVVuodyate new construction; Min. 7/18in. OSB existing construction. (Dallas&Frederick) Undar|aymant |naccordance with FBCrequirements. Wn. slope: 2:12 mnd in momondmnno with F6C requirement-s. .tbemanufactumr-'s_qppllcationJnstructions.whenjnstm lig |nstaUokion(HVHZ): -Installed with 5-50 in. exposure in accordance withRAS 115and manufacturer's published installation instructions. Shingles shall beattached using ^O Nail Pattern" detailed below. 11 1010110L|U1 I (INUn'1 1 V 1 14): |nataiied, vvith5'oiroin. exposure inaccnnjoncnvvahFBG ren,uemn�y nmnfce�s pub|i �ed inyt�|| onieadaua ±u i:ofruct;::& Shingles uho!! heoftocherlusing eifher^A Nail Pattern"or''6Nail Pattern"detailed be|ow. FASTENERS NAILZONE COMMON [EXPOSILI RE 6-6/8.. Figure 3. HeritaQe0D Heribyge@Pnsnniunn' and HeritaWm@ Wopdgmte (Dallas) (�c—Y"L=V! NXLZ 'FASTeNERS /COMMON OND ~-' FEXPOSURE 5'5/B' 74 -�suwoe4. Me nagaw�'�~�~ G Nail Pattern ToP15001.4 FL18355n4 Page 4vf11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Tprhnic,A]Services.LL('of anv nrodurt rhanaes or aij2litv assurance rhanaes throuahout the duration for whjrh this rpnort is valid. /moemm�mnmpnnumm�mmpmo nm/mp�wonamy. mmonm/on. moommenoaouoo. n,omerpmoumonnoumo,nmeenm specifically addressed herein. TAIVIKO BUILDING PRODUCTS CREEK Asphalt Shingles TECHNICAL SERVICES, LLC NAIL ZONEI ---VAF NE—V COMMON BOND RE 5 5/8" �7-1121+7-1/2' -318+7-1/2+7-1/2a� Fimirpii HPr14qnPCR)Wnnrin;ifP- 12-1/2" Common Bond FASTENERS 1z W'W.-WAm=2L W-9 U)0 7 X (0 W 39-3/8" Ficjijrp R. Heritages, HeritageCR Pr-e,rnhim, & Heritagenk Wiri nnnatp PAINT LINE, -------------------------------------------- 7-NAIL ZONE 7-7/8" --------------------- --------------------- 6-Va" r-��----�-EDGE OF COWIMON EXPOSURE ACCEPTABLE FASB EVER LOCATION DO NOT FASTEN ALONG EDGE OF ---------•------- --------------- CO1IION BOND PREFERRED FASTENER LOCATION Figure 7. Heritage@(Tuscaloosa) Expanded Nail Zone C TBP115001.4 FL18355-R4 Page 5 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not �� � TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC 14eritage®Premium Basic llUjnti Speed(\1 t): Max. 194 mph (Frederick) Basic Wind Speed(Vaal): Max. 150 moh Deek,(Rvuz): in_-�Brro[dartce:with FBCrc icert3er3 ; Solidly sheathed min. 19/32 in..plywood or wood.plank for new construction; Min. 15/32 in. plywood existing construction. Deck(Non-HVHZ): In accordance with FBC requirements; Jillli.ii i/ biicdli ici iiiii i. iL)1JG Iii. Viy-0,1000 O: 1400dU Dl_dni" ib: new construction; Min. 7/16 in.OSB existing construction. Underlayrent: in accordance with FBC requirements. rrin. JIG'pe: 2:12 and in uccer�ance VL^t FBS requiiremertu. {v'f er trl -the.manufacturer's_ijppiication.iristruciions.when.instailinc Installation(HVHZ): "Installed with'5 in. exposure in accordance with-RAS-1-15 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. _ riwiarrairoii trioii-iiviiL): installed arii z) in. exposure in accorciaiice wan r-GL requirements and manufacturer's published installation instructions. Shingles shalhe attsrhPri I i_ino either"A"A `a.11 _ a_ahnPattern"or"C3 Vail PatteC " alav, : NAIL ZONE/ FASTENERS COMMON BOND 51/2" EEaXPO-SUFRE 5" l 11 1111 -1211 ,{" 1-11I - 1It Figure 8. Heritage®Premium (Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONE/ FASTENERS '-COIVINION-SOND 5112" F SURE 5" 11 I II� �91!_IIJ 9II—++31I 91/ail 14-1 II 7 1 Cd -1�7Av�arie�•7em=lir.=�d�=i-�%\ -6-Nail Pattern TBP15001.4 FL18355-R4 Page 6 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Servires.LLC of anv nrodurt rhanoes or nuality assuranre rhanaes throughout the duration for which this rennrt is valid. arlcn repcn ooes ncr express nor impiy wan an y, I nsraliarlon, recammenc c use, or c;r:er Nraaurr a,L::.U-0 U:a,0—::UL specifically addressed herein. GREEKTAMKOBUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES,LLC HeritaneRQllt/nodc;ate Basin Wind Rnaed IV,_,.): Max, 194 mnh (Frederick) Basic Wind Soeed(V.,,,): Max. 150 mnh D:cekfj on:.+VHZ.-): 3n cordance.with:-FBCrmaLiiEernetits: Solidly sheathed min. 15/52 in..plywood or wood.plank for new construction; Min.7/16 in.OSB existing construction. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Refer to LL_ ___..[__a..___°- ---1:__a:__ :.__a-.._a:_-- ..1__ °--a_II:__ ii iC i i idi iiiidi.ilii Ci di/'ui ii.di U i ii ibU UUL1U ii 'vri iCi i i—idiiii ii_i shingles at slopes greater than 21:12. Installation (Non-HVHZ): installed with 5 in. exposure in accordance with FBC requirelnemS an': rn:nut-ar.[urr'e puiivlicrer install ..instructions. 3hingies-shall he_gitaoilad-using-either"4-wail NAIL ZONE/ FASTENERS COMMONBOND :;q/T EXPOSURE 9' ti =6 . 12-3/8"-- — 11" --►I �1" Figure 10. Heritage®Woodgate(Frederick) °f�tA1L�ONE! FASTENERS - COMMON-BOND t EXPOSURE 5" Figure 11. Heritage®Woodgate(Frederick) 6 Nail Pattern TBP15001.4 FL18355-R4 Page 7 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of anv nrodurt rhanaes or nuality assurance chanaes throuahout the duration for which this renort is valid. i nis evamanon. repo„aces no-,express nor i mpq warran,y, iasis moon, recomme aeo use, or o,ner proaccr au nowes;na,are noL specifically addressed herein. l G RE E K TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES,LLC Heritage@ VintanPffi) Basic..1/Vinri Speed /\/.g.1• Max. 194 mnh (Phillipsbura) Basic Wind Speed (Vesal: Max. 150 mph Dj wk;fR%kZ): dn- ard>ant�a<,mvith rmu cements; Solidly sheathed min. 19/32 in.,plywood or wood-plank for new construction; Min. 15/32 in. plywood existing construction. Deck(Non-HVHZ): In accordance with FBC requirements; JI.. r4ne l--J _.-:— A!1" :.- .-1._....J -.....J .1-..-1. i._ JUI:ii:B ar:e-i:leu ::::::. r:;roc :::. u:vb.uuu u: �ruuu new construction; Min. 7/16 in. OSB existing construction. Underiayment: in accordance with FBC requirements. Min cinnw ��•�'� mnrl in arrnrrinnro will PP— rarm:rom�ric —a-or tr. .,.,,.. ..,..rte �..� .,,.... ... ................. .... ...... v.. ...y.....,..,,..,.,... ...,.... .., -the.manufacturer's_ ppiicaticn.lost[lctions.whin.instaiiin Installation(HVHZ): 'Installed with 5 in. exposure in accordance with"RAS"115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. aiiari0iii (i101-1-1—IVi 14j: inslaiieu wiii 1 0 in. exposure iii accoruai ice wil i i DU requirements and manufacturer's published installation in_+ruic-ions shingles shall be attached using,-, eithf-r"-c, nail Pattern"or"6[Vail Pattern"detailed below, 4U' 4, Etposure :2 ,11��, Z Notch $I, I rG.eners t sa Lj 9 997+` 17-112" U t5" Exposure } 41C' 41/S 9.1M`—�-4114` —lo->14`—�j �—to-�na•—�} Fin11rP_ 12, HpritanPQ Vintane® A; 61_.:9 o=++ innn uvu7 rtn!iA 40' elpmre Notch 11,111« � Y 1 - .d — — — Zone 1 17-1/r 1 =� Ft y } 7-rr 3fr- 73W- -v r.., i�ZrYorcli;l�eri�o�Z "NIait"r'aieern TBP15001.4 FL18355-R4 Page 8 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor impiv warranty, installation, recommended use, or other product attributes that are not Y CR E E K TAMKO BUILDING PRODUCTS 1 /1�.i 1�I 1 Asphalt Shingles AJ TECHNICAL SERVICES, LLC Hin&Rinne Ragir.Wind Rnppri Max. 194 mph (Frederick&Joplin) Basic Wind Speed (Vaud): Max. 150 mph Meaki,(+LVHZ): tlnEar.eardance'w&' h4EBLrMgla mn'tents; 5oiidly sheathed min. 19/32 in-plywood or wood.plank for new construction; Min. 15/32 in. plywood existing construction. Deck(Non-HVHZ): In accordance with FBC requirements; vuiluly 3iiirdiiicu iiiilii. iuiJL iii. LiivvdUUu ui '"vuuu i/idiir� iui new construction; Min. 7/16 in. OSB existing construction. Underiayment: In accordance with FBC requirements. Min cira)Q. '!L anry..I accor:;ance:h:i.n FBC re-q iremenru .installation: lnstaiiad.with_5-.1/8.inch_expasure.in_accordance_with_the . n ulallll 111111. .The direction of the exposed end shall be away from"the prevailing wind. Direction prevailing wine! -Stara 5-1t8"..expo€ure %eae-- Ail n _ - 1i c\ 1 Start= Figure 9 here exposure ivy Is ``Fastener Figure 2 Figure 3 14" -Figure-1-4. -Hip& Ridge(Frederick-&Joplin) TBP15001.4 FL18355-R4 Page 9 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services; LLC of anv nroduct chanaes nr nuality assurance chances throuahout the duration for which this renort is valid. in;s evatuatiGn rep:n o oes natt express nor;platy warranty, insiaiiavon, recommenaea use, or a;ner proauc;a,lnOwes mat are nl specifically addressed herein. GD E E K TAMKO BUILDING PRODUCTS j'$ Asphalt Shingles TECHNICAL SERVICES, LLC VintanaR Niru&Ridge Ragir.Winn$peers/\/��r1; Max. 194 moh (Phillipsbura) Basic Wind Speed(V,G_il: Max. 150 moh !_L3 ek!(HVH I: ttn or.derlrc-e�withi-FaCrEw.uir nts; Solidly sheathed miry. 19/32 in..plywood or wood-plank for new construction; Min. 15/32 in. plywood existing construction. Deck(Non-HVHZ): In accordance with FBC requirements; Jiii liiiv aiiCdiiicli sills i. ivIJL iii. lily Ur i.ivii Ui 'vriiiJii Ciidl(n M. - new construction; Min. 7/16 in. OSB existing construction. Underlayment: in accordance with FBC requirements. r.11i?.slope. 2.12 and In accordan-ce:iln ^ori requirement,. Installation: 1 nStalied.with- .inch-eXpQ&u Ce.i n-a--orda n-@.vdith-irie.F-i C MU direction of'the exposed end shall be away from -the prevailing wind. Direction of prevailing wind ;Fn-1 Smart her® - cr::rcc cr-- ! � Faatener � v �f�a�sa fl.fiir a U Figure 15. Vintage®Hip & Ridge(Phillipsburg) TBP15001.4 FL18355-R4 Page 10 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Terhniral Services, LLC of anv nrodurt rhanoes or quality assurance rhanoes throughout the duration for which this report is valid. ;.-.;s avaivavon repur ooes not express nor imply warianiy, insraiia non, recommenaea use, r oiner pr ouuci au-inules final are no-, specifically addressed herein. GREEK TAMKO BUILDING PRODUCTS Asphalt Shingles A.TECHNICAL SERVICES, LLC I mmrerina�S "'f1 2) The-roof deck-and the-roof deck-attachment-shaft-be designed by-others-to meefthe minimum design-toads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure B&C with a building mean roof height of 60-ft or less. shall be checked for protrusion and corrected prior to underlayment application. 6) Shingles shall be installed starting at the eave in horizontal lavers such that the laps shed water from the deck. 7) ,liastailation sof the evaluated tipraducts shail compby with this,report, Lthe,EK, and Ltlae,raari-u€acturer�s .published application II structions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. UOMPL1ANCE S T A T EIVIEN T The,products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with :he Florida Buiidin_g ;Ly'I�I74':a...... ..Ll.:..-f.:.L._.. -.......s-.1. ..-.,. .,.�c41i:_s,.v y L� _ _ ao L- _ _ „ - - �,G,�11L.�L,U�.L.�.I I IGI 1L.�.�. ..-. , - Rp I ,I � 2017.09.25 111 �7 No 74021 � • * • m (.�f IM•Hw.wnh'iwe•7,L nr+, d A/g 1^^1 ®.T1• y ! 9 '.�'n '•'c� Q p::����� Zachary R. Priest, P.E. '��d' R�• �� Florida Registration No. 74021 Organization No.ANE11669 CERTIFICATION OF INDEPENDENCE CREEK Technical Services,LLC does not have,nor viii it acquire,,a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under this evaluation. under this evaluation. Zachary R.Priest,P.E.dues not have,nor will acquire,a;nancla;interest;n any wher ens, involved in the approval process of the product. END OF REPORT TRP1 F001.d FL18355-R4 R3F5-Rd Pane 11 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK T ech 11ca1 VelVIreJ, _LC of any product changes or quOll•ty assurance changes throughout'the duration i^Vr iiLich t.is IGpVII Is Va11V . rhi^ 1 ..al _.....a •;}- ^I. ^y', 'n3•.a1la'.'n , G�vmmenved,.Se, nr1 other pr..r!.,.s mf�hufec♦L.af mm ..• sperifically addressed herein.