|
��NTYJERD
<br />Certificate ofRutuorazation #9W3
<br />January 1, 2015
<br />RE, Certification of Independence, Florida F.A.C. Rule 61 G20-3
<br />To Whom It May Concem
<br />This letter serves to document the following in accordance with Florida FA.C. Rule 61 G20-3:
<br />1. Exterior Res rch & Design, LLC. d/b/a Trinity I ERD does not have, nor does it intend to acquire or
<br />will it acquire, a finan€ial interest in any company manufacturing or distributing products it evaluates.
<br />2. Exterior Research & Design, LLC. oi/b/a Trinity ( ERD is not owned, operated or controlled by any
<br />company manufacturing or distributing products it evaluates.
<br />3. Robert Nieminen, RE does not have nor wig acquire, a financial Interest In any company
<br />manufacturing or distributing; products for which the evaluation reports are being issued.
<br />4. Robert Nierninen, P.E. does not have, nor will acquire, a financial Interest in any other entity involved
<br />in the approval process of the product
<br />Please contact our office with any questions.
<br />Sincerely,
<br />.r✓
<br />Robert Nieminen, RE
<br />Florida Reg, No. S'9166
<br />vice President
<br />Eni roberuniernmeriQuinuryertico 4
<br />EXTERIOR RESEARCH A DESIGN, LLC. dfb/a TrinitylERD - cartificato of A.thartaatloR i9503
<br />MAIN: 60 Yeaiar way . Sulta 200 • S.attkr, WA 08104. PI (206) 467-0054 a Er (204) 467-5840,
<br />EAST: 353 Chrtetlan Street Unit 13 - Ozford, CT 06479 - Pr (203) 262-92411, - er (263) 262-9243
<br />�TM4"ff ERD
<br />633.1 Hip & Ridge, Option 1: Shadow Fudge'"
<br />pl�IPI
<br />ftw4L9- wrFmr ea d dpO NOW-
<br />+&r PbMNmNar eta 72*L*."riWmppk=
<br />4
<br />6 r It2.�) Paq
<br />.1. tea
<br />00*
<br />%
<br />i[savd. S'11 !A M1! rgayaiar f 1e�,� it4tmmlrxhrrrn IMM )
<br />L \----/ -1 L-Ir A
<br />ulu momim Ma&k wA wwm
<br />Lgip Ndbh
<br />I I'
<br />1 i it I
<br />6 i
<br />t
<br />r4-iYJor C. tgfyt"wiveRD mw~tRWord
<br />ry#dv.46lrar rar4R to -warvixinee
<br />Note: For A5T'M'I D3161- Class F, use BASF Sonolastk NP 1 adhesive or Henkel PLO Folinlrethane Roof & Flashing
<br />Sealant in accordance with manufacturer's instructions. ..
<br />6.3.3.2 Hip & Ridge, option 2! C.edar Crete', Cedar Crest" lit
<br />A r
<br />Use two fasteners per shingle. For the starter shingle, place fastener 1-loch from each side edge and about 2-iich
<br />up from tux; starter shingle's exposed butt edge. For each full Cedar Crest shingle, place Fasteners 8.518 inch up
<br />from its exposed butt edge and 1-Inch from each side edge.
<br />W. -.
<br />4;
<br />7
<br />Exterior antardh and owl" LLC efteartion "part 3MAUS-0
<br />CNIPna. fA,W-b.OM rum ReW1on & 0d/06/2035
<br />Ease
<br />BORAL ROOFING
<br />Build something great'
<br />BATTEN INSTALLATION
<br />Battens are to be fastened through the batten arhd
<br />through the plastic pads. Locations of pads are
<br />marked with a target on top of the batten for ease of
<br />installation. fads are located 12" on center to allow
<br />12' or 24" on canter as required per code and root
<br />design, gn.
<br />0 Battens are to be fastened to the deck with.
<br />corrosion -resistant fasteners. Batten fasteners are to
<br />be ad (hails, #S - 24nch wood screws at 24-inch on
<br />centers. or 2-inch long 16 gauge staples with
<br />7d16- melt crown at 12-inch on centers. Batten
<br />fasteners are to either penetrate 3/4-inch into the
<br />roof deck or frames or through the rod deck
<br />whichever is less.
<br />a EBS ocimpatible ease risers Should be used to ksure
<br />proper elevation of save ties.
<br />TILE INSTALLATION
<br />Basic wind speed less than I00 mph and with
<br />a mean roof height of 401 feet or less,
<br />'O Fasten titles to the battens only. Tile Taste -refs must
<br />completely penetrate the batten, but net penetrate
<br />the and ertaymertt, crack or framing using the following
<br />recommended d fastener lengths:
<br />Basic wilco speed 100 mph or greater or moan roof height
<br />greater than 40 feet.
<br />O Root ties must be attached in accordance
<br />with the "Design Corisiderations for High WRad
<br />Application" in the Tice Roofing Institute (TRI) Concrete
<br />and Clay Rtcif Tea - Installation Manual for Moder-
<br />site Climate ions or the Fk)ndia Roofing g and Sheet
<br />Metal ssooratior(FRSAYMI Cxrrole and Clay
<br />Tile Installation Manual.
<br />Tile fasteners are to either penetrate 3/4-klch
<br />Into the roof deck or frog or through the roof
<br />dhok,wNtihaver is less.
<br />EBB USAGE RECOMMENDATIONS
<br />Cedarlife & Mader
<br />124 laTear [set when courses ao ;3.25 to 10 inches
<br />(Each bunter equals 0.8 squares).
<br />• 13-n liner fee, when courses are Less than 9.25
<br />IToties, (Each bile equals .738 squares).
<br />All other tiles
<br />4 8€L !near feast when courses are 13.3 to 14 Irlc es,
<br />(Each bundle equi 1.2 squares).
<br />a iota !near feet viihan courses are 12A to 13.3 !`x res
<br />(Each burl a rals -1015 squa m-;.
<br />Usage mayvary dep andirsg on So course layout arid
<br />adjustments for roof size.
<br />EXTERIOR RESEARCH & DESIGN,. LIC,
<br />III, N-11 Cis YRNKI, afAudi0claots m #-R503
<br />353 CHRISTIAN STREET, UNIT#13
<br />ERD OXFORD, CT 06478
<br />PHONE: (203) 262-924S
<br />FAX. (203) 262-9243
<br />EVALUATION REPORT
<br />Certainlreed Corporation Evaluation Report 353;s•091.05-R9
<br />18Ivicc res Road FL54444Ng
<br />Malvern, PA 19355 OMe rdhillLlarxe: 09/2212005
<br />Rerfslon 9:03/06/WI5
<br />SCOPE:
<br />This Evaluation Report is issued under Rule 61620-3 and the applicable rules and regulations governing the use of
<br />c materials in Fl rn i i construction ensile 5 fT1e State of orda The rfowrrren On submitted fitted has been reviewed b Robert N hxm P.E. for tati u td y rtht .
<br />use of the product under the Florida Building Code and Ronda Building Code Residential Volume, The products describ
<br />ed
<br />herein have been evaluated for compliance with the 5"' Edition (2014) t'khrida Building Code sections noted herein.
<br />DmMVTKRC CertalnTeed Asphah Rgoft ShlngiM
<br />LArI LII Labeling shall be in accordance with the requiremnts of the Accredited Quality Assurance Agency noted herein
<br />and FBC 1507.2.7.1.
<br />Coervivio ColrwuANte This Evaluation Report is valid until such time as the named product(s) changes, the referenced
<br />Quality Assurance documeritation changes, or provisions Or the Cc & that relate to the product change. Acceptance of this
<br />Evaluation Report by the named diem constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the
<br />referenced Quality Assurance documentatlon changes. TFlnitylERD requires a complete review of this Evaluation Report
<br />relative to updated Code requirement; with each Cate Gyde.
<br />Antramsainstrit The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be clutplayed in
<br />advertising literature. If any portion of the Evaluation Report Is displayed, then ft shall be dome in Its entirety.
<br />ka9 KT*N: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its
<br />distributors and shall be available for Inspection at the job site at the request of the Building Official.
<br />This Evaluation Report Consists of pages 1 through 9,
<br />Prepared lfy:
<br />+ G
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<br />'`y,'�.z
<br />_F+� 1f aZ
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<br />T +T YaaA'sT 114W1R.rvararversrr..rrvaa.wn.rw4MxAae. ..
<br />Robertl.M. Nimikhe P.E c�
<br />M •a, tr n. 1-t- Gliovaxxe. hw a.f- v,-t. mOe Orr^opal
<br />Florid e f y ` 4a, _ .era eseo, . w a.. DIt 0asT7atknNa591 FdrrdDDiAANE2A&3 r, x7r�.->ti m+c+»* ».mv..da
<br />IV o.adaa.1 ova eAdr,IOWrv.sar cod. nn.d IN.
<br />Corrinciumotilmounianxiscon
<br />1. Trinity IEgo does not have, nor does it intend to acquire or will It acquire, a financial interest hit any company manufacturing or
<br />distributing; products it evaluates,
<br />2. Trinity I ERD I, not owned, operated or controllied W any comparry manufacturing or distributing products it "lusitas.
<br />& Robot Nkmiien, P.E. does not haw nor will acquire, a fkvaidal interest in any company manufacturing or distributing products for
<br />which the evaluation reports are being issued,
<br />4. Robert Nierrpnea, RE does not have, nor will acquire, a firrineial Interest in any other entity involved In the approval process of the
<br />product.
<br />S. Thh Is a bung code evNuatlon. Neither TrirdtylERD nor Robert Niernken, P.E. are, in arty way, the Designer of Rid for any
<br />project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
<br />specifically 'for that purpose.
<br />TR"TY EFO
<br />Note: For ASTM D3161 - Class F, use BASF Sonolastk NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing
<br />Sealant to hand -seal Cedar Crest shkogieL Apply NP i or PL adhesive from the middle of the shingle's. raised oveday
<br />on the top piece and extending approximately 4-inch along the sides of the headiap along a line % to 1-inch from
<br />each side of the shrWs headlapt Immediately align and apply the overlying shingle, gently pressing tab saes Into
<br />the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or Pl. adhesive
<br />63.4 P_r�. Sholle"..Predde%tWSbake'Vt. .Predde Shaken -
<br />LOW ANSI U MNAM UON sro AofE
<br />Ill lwr Al *A*K4 daps„ are IN Mid ft each WLPnft Wi RromtL:m-,W..rab,.dhd?wdiwm*&dt.d
<br />akaptav ri.artlWwo Niel-daiverAAr 4ifktirS wile�li be .p sppW Atritirvh
<br />Kdbv 1. 40' eleerbaa.traim(taem Wrdor r�,'eilk
<br />(oci: wr4
<br />(3a
<br />I ur Icon)
<br />. {1
<br />NOTE Appy arts m W" *4 - . _i_ -
<br />7ion*I",,�mewomo otawwogw 11 Ask 1'4kmlm N.S monumol
<br />ONIOW MAO ra:aandentAtex
<br />1 smA. I ArsanarAwirrrdw(Narb" rdUi
<br />9*UWr.OWAIPA
<br />63,4,1 Hip & Ridge, Option
<br />y1�nRrPr�ersaiideemtal Accessory
<br />r RE3ttum Accbi
<br />Prealtlal accessary shOtilies, can be flat foc cwxaWg fips Saul
<br />ridges- APP4 sus op O tie rh* (expose no mare fit= 7' from
<br />illte bottom edr of then "knati,• del each itoomity 1ML$ptwo fas-
<br />f6aets:The blituslis mostbeIA1•long Ix1owso'they panetcAs
<br />either -W Into 1t deck or conalidelefirt1trh the ram(. Presidential
<br />acceawy coattails two dtffered,ib L AccesM pmdocedto
<br />Binalaoaml, At Is 12' x 12% Portland, ORpno3aca 47 " x 1314`
<br />accesal
<br />Note: For ASTM D3161 - Class F. use BASF' Sonolastic NP 1 adhesive or Henkel PLO Polyumost rue Roof & Flashing
<br />Sealant in aoxlordance with manufacturefs &utrucciollL
<br />6.3.4.2 Hip & Ridge, Option 2: Referto Instructions herein for Cedar Crest, Cedar Cre3tm IR hip and ridge sfdrglrs.
<br />Exterior Re"Oft h and lift" LLC.
<br />r..Wrmr WAaav wt.rrnrrsaa
<br />Erahirse nRaPW An QLw4to
<br />F1S444416
<br />Pardon s: est"is
<br />Pap 7 of 9
<br />IMES E"luafion Report ESR-I"'/*
<br />Issued Jdy 201`3
<br />T7tdFailed isatilli` dtohand" A(a WIf, 206
<br />twitWilgeaM I (MCI) 42S41517 1(r,U) 6994e4a A srdlsidaerytif fie dnligmah 7rat Cods cormc r
<br />OM IA' ' 070000--IHERN LL AM MOISTURE
<br />movement and provide a water stop. A0 reef Has are
<br />PROTECTION
<br />desgrled with anchor lags except her the CedanNe and
<br />$*cow 47 32 Is- oortarou float Tor
<br />Madera 0*OWw mint rlM ct11a'Ifg Oxides are ellAer applied
<br />to the stposed surface &I a ceamn&Mw material or mixed
<br />REPORT H(3LUM
<br />Ifxegrally with the B6 mat to produce a ME011gli-colared
<br />product
<br />SIGNAL ROOFING
<br />TWO wow "Hirm ORWIL SUITE 100
<br />-
<br />All Tod ties are coxed O Teach required strang t h bekli
<br />RVRE, CALWON" 10"
<br />shipmerill. Product designadu>s. dinnerearts and kslalled
<br />P17* 14N
<br />ay weights ate': lxkged MR Table f or M b repot. Roof tie
<br />are B U*ed to Fillure 1.
<br />bz&VmzmbondAm
<br />3.2 CORDfeh, tattN7f TLINs;.
<br />ttpal'krn •S and lives are elaaided cahCrete rod tiPS Meat
<br />EVALU16DIi SUBJECT
<br />comply with ASTM C1491 The roof tie is mantiackxed in
<br />!file sa ne nmber as tie MdDft desatied let SK" &I,
<br />OdMR7flElE flQGF 77LEtin A71AN7i8, BA flAal MOM.
<br />except See tie IS. The root as is riksgues
<br />EARCELO0644SPACT, CAPRI, CECARLTE I
<br />Whaar anchor flitill The product nesup sOM, Mnonioes
<br />CEDARUTE 490. CLASSIC 10%ESPANA 7 BARCELCK%
<br />and isfaMd illy weW we In Taw t. see
<br />ESPANA IN HOMESTEAD SNAKE, HOMESTEAD -
<br />Figure t for an Musbaion or Me Be.
<br />SLATE, MADERA, MADERA 700, MISSION S f
<br />t0 MISTALIATIDN
<br />13ARCELONA, ROMA, SAXO1NY, SAXONY "k SAXONY
<br />7i0. SAXONY SOS, S47LCNY466A1til, SAXGNY-MLATE.
<br />tit comerd
<br />BAXCW4)QUWM UAAE, SAXGNY4WUT SLAKE,
<br />l M Of the BIRM Roo" nod ties arcs" be in
<br />SAXONY SPLIT SLATE, SAXONYANW T, SAXONY MMl-
<br />acccoxdace wtu Ste CMXFfte and cry Rod Tie
<br />WAC% SPANISH 'Ir. SPANISH "S' PtWiCO TEJAS
<br />Inft*30 ra MaTwN for Modatalle Carlisle Regions, dated
<br />ESPAN& VAPIM*JW ROLL, VM.LeA. VLLA SM V&LA
<br />March 2010, published by the Tie Rgoing institute
<br />rOM AND VH.LA 9DD.4LWACT
<br />and VWesk im Sides Roofing Conti clots; Assocat on
<br />(tlereirraDer rele mid to as the TRUWWSRCA tistaM Om
<br />1A EVALUATION SCOPE
<br />manual), and ritcogri¢ed in W5 except as
<br />OcaVOmme nttf the nodose:
<br />I t
<br />otherwise 1Kiled In the report n Ease of comic between
<br />Se 2012 and 2009 kftmagmW Building Clikke (ilC)
<br />the ltstaMaOml manual and this repon, this report govem
<br />■ 2012 and 20T19 BYsnaffonaf neaidendat GNdee #PC)
<br />This report and Ow TRVWSRCA krAaiatbn manual must
<br />be avalable, at toe j06eile at all Mlles during kstaM m
<br />t Omer ODOEs (See Sedan 0.0)
<br />T ee rod UEs OW be kGteMW rdF on a mum rod slope of
<br />Proti s ate:
<br />2 7712 (20.83%), Care must be taken okrkhg TIM
<br />ps
<br />installation to ensue that hatimnial joins are kept parallel
<br />t Fire C'om%SJlcaom
<br />to the em and vertical i0iais are ad rght mom to the
<br />t weatw Teskiame
<br />eave In Order to ensure urA*m cor a between too Lies
<br />r villindRiplit nesisla nce
<br />and proper tit and appearance. All cracked and Woken reef
<br />Tiles must be replaced.
<br />2.0 USES
<br />42 Adleshe got systems:
<br />The DOW Roo" concrele roof lies' - Ieo over soled
<br />The Bard Roofing roof On may be kittaiW With lad tie
<br />sne'aDWag are used as Choss A ltld coverings ih
<br />adlre'dties rid am revolintised In a currant .C-ES
<br />accordance with Sector 15052 or the 03C and SecOmr
<br />evat a lion reprmi for we in concrete we" we
<br />R902.1 tithe i2C,
<br />appiesdatinsi sTamon of an casks ffaEse adhesive set
<br />3.9 DESCRIPTION
<br />ffdW be In I&MOTdaice WE the adhesive
<br />3.1 Mtalodit Cor4m(o Roof TSkrsx
<br />mminacturee's IGC-ES evinkrad" ram,
<br />These root Mies ase euthu ded kntefOck conctele rod Res
<br />4.a "Wasr Set "swam
<br />teal comply with ASTIA C1492 and haling kderocklg ribs
<br />Except kit me Vft 600, Barcetow SM. Sazary 6110,
<br />on the OrgAu*W edges 0f the tOs to reshkt lateral
<br />CCOalW-eftft 600 and Madera ties, the Boral R4EMpg
<br />'Ipalles ApS2i14
<br />iSffiiOM.AE __.ice.,OF_a_.d__dvrS1_14ii_.Ea_a.4md ®.�f
<br />u.#6o=:,..p a�aerAw
<br />n..a
<br />mmjpm
<br />catesYile2D14 PANEL efts
<br />RoWRINIG SYstIBAS EVAuu1TION:
<br />1.
<br />5com
<br />Product Roofing - Categixtn x
<br />Sub4Rt6gmy: Asphalt Shingles
<br />C Staterriet: Certain'reid halt - Shingles, as used Certakilreetl Corporation, have i:lcmonstrated otth�ia#hce Asp Roofing g prod try P
<br />compliance anes with oio following sections rons of the Flo kla Building Cade and F rda Building Code, Residential .. VolumethrauBh Testing
<br />in accordance with the following Standarch. Comp' l alwe is subject to the installation Re hemems add
<br />Llmitateris / Condltlons
<br />of Lase set forth herein.
<br />2.
<br />STATMSARM
<br />Y&K
<br />15072.5, RN&L4 Physiol Froperrles AMA 03462
<br />21109
<br />1507.17 A9Q5.16.L wind Resistance ASTM 0316 - class f
<br />-1, 1,
<br />2009
<br />1507.2.7,t A906,16A Wind Rescourrce ASTW107158,Classq
<br />2006
<br />3.
<br />Recntuticts:
<br />gel
<br />UL (TST 1140) ASTM 03161 04HI196S2
<br />05A5/1 a
<br />UL iIST 1740) ASTM D3161 99NK26506
<br />11/23/199I,
<br />UL UST 174D) ASTM D3161 03CAL2702
<br />05/27/2003
<br />101.W7
<br />fT41?) AM1M D316i 03CAL2702
<br />D6I16a'zoa 3
<br />UL W L740) ASTM Miss 0INK29947
<br />10103/2003
<br />dL CMT 11401 ASTM D3161 04CA11329
<br />0s124, hIx4
<br />UL nisi 174M ASTM D3161 04CA32986
<br />12/aSt2004
<br />ULITST1740) ASTM D3161 OSNK97049
<br />(14115,/2065
<br />UL MST 17401 ASTM D3161 0SNUCTI8
<br />OS/tz,icoD3
<br />oL(M71740) A1M D3161 05C.416M
<br />WI-2/2i)DS
<br />Ut(TST 174D) ASTM D3191 OSNK14936
<br />osizvloo,
<br />UL(TST 1740) ASTM D3161 051,1K22wit
<br />06/2ir Lh05
<br />OL (TST 174(i1 A57M D3462 R664
<br />09AV, 5
<br />UL (TST 1740) ASTM D7158 05NKOW7
<br />06/281200n
<br />UL (TST 174333 ASTM D31€1 & O3462 09CA28R7s
<br />0721/2009
<br />UI(TST 1740) ASTM D34f-- IO(A41303
<br />10/07/ 10
<br />UL (TST 1740) ASTM D3161 iWA413D3
<br />10108/203o
<br />UL tW 17401 ASTM 07259 loc"1303
<br />10/27/2010
<br />UL (TST 1.740) ASTM 03161 & D3462 1DCA44960
<br />11/1Tf24n10
<br />UL LLC M 9628) ASTM D3161, D3482 & D7158 LVA32897
<br />111'21/2i113
<br />UL Luc OST962a) AiTMD3161,03462 TFWA694
<br />04122/2014
<br />UL LLC ITST 96281 A57M D7158 TGAH.R684
<br />04/220014
<br />UL LLC [QUA 967S) Qpolit/Control Service Cziffifftd.n
<br />Fxp_0-,M3/2017
<br />4.
<br />PRoundaDesolondow.
<br />4.1 C17201', XT- 25, XT` 30 and XT- 301R are fiberglass reinforced, 3-tab asphalt roof shingles.
<br />4.2 Carriage House Shegle', Centennial State-, Grand Manor Shane `, Landmark"', Landmark'"
<br />IR, Landmark' Pro,
<br />Landmark°' Premium, Landmark' TL, Landmark- Soleris and tandiatark� Solads IR are fiberglass reinforced,
<br />laminated aspha it roof shingles.
<br />43 Presidential Shal-7Presidential Shake IR and PrOuldenwi Shake TL"i are fiberglass reinforced,
<br />architectural
<br />asphalt roof shingles.
<br />44 Hatteras-, Highland Slate -and Highland Slate" IR are fiberglass reinforced, 4-tab asphalt mod shingles.
<br />45 Patriot' is a i berglaxs reinforced asphalt roof strip -shingle (with no cut-ts) providing a laminated aprlearaflCe
<br />through an Intermittent shadow lime with contrasting Intend drops for color definition.
<br />4,6 Presidential Accessory, Accessory for Hatteras, Shangle Ridge", Shadow RedlmTM, Cedar Crest" and Cedar Crest" IR
<br />are fiberglass reinforced accessary shingles for hip and ridge Installation.
<br />4,7 Any of the above listed shingles may be produced in All (algae resistaunt) versions,
<br />tttmkr ane.rch and Design ILL, Finhaiigacl Repot 3532,09,05,09
<br />a.tiM.ffalAUAwbotloraasa7
<br />FL5444,RS
<br />Revissan5-O3/okirwiS
<br />Prg6 2.are
<br />"�! TRNTY f Etta
<br />I
<br />6.35 Natter:$I-1
<br />T6E imI min sib MOPrr AOwe
<br />'--• A'
<br />-- •.
<br />ra p
<br />-
<br />. aart
<br />.rytl--k*-.e rmtra.r4Aeu.
<br />i •SR a,uAolalkrr . rra� a.*WveO,.arrr.e Ni1reRq.r.(rdW %,.hg
<br />,W.ar Sl4 «.e 1--Macaw IW�.Rrand.... 1'
<br />"mod . daW B 4*Ot eagnaertiorkboat"a
<br />xh ,_A*uu�arhsr *W.d oedomaaimrwecOnr6ridvaireou; oats
<br />rWar a.dav, .We -
<br />tefteliftft-xA-ftcovetea fin Aftits. N*-
<br />63.5,1 Hip & Ridge, Option 1' Accessory for Hatteras.
<br />FR*4 boo stiles
<br />f
<br />� . S��
<br />�� ". r.. .►� Y
<br />1 2 3 � -
<br />_Z1
<br />Alist ee-15.1#: 18 t terinl large aNllr arterse In #$so ' V
<br />i\
<br />54 Hostilesrfom"esab hrt, 6rgfel
<br />Note: For ASTM D3161 - Class F, use BASF Sonclasirc NP 1 ad'heuve or Henkel PLO Polyurethane loaf & flashing
<br />sealant in accordance with manufacturer's Instructions.
<br />63.5.2 Hip & Ridge, Option 2: Cut Hatteras Shingles
<br />9_
<br />I
<br />f lmpi -
<br />_-1.---i__Y- 81 31011i as t l;l m
<br />Sill Sh 'e Sklllgic. IN - -- �L
<br />Heso Li7-2*CWAWWW d*Wuf. r(aina-wc* g 6t5-1'fzy WU"O CW AbWb OLilk; L
<br />Note: For ASTM D3161 - Class F, use BASF SDieolastic NP 1 adhesive 11 Henkel PLO Polyurethane Roof & Flashing
<br />Sealant in accordance with manufacturer's huructions,
<br />Exterior Rarwrch and Design, I.I.C.
<br />0.6111ci r ofAaebamrr. &BM
<br />tE.Mt-Iga I Aftnst ViIdLWT' ADDeTYeB add 7h d
<br />W Wes may be kmtaiW with mess that are ren Vilized
<br />In a L`Uffef* t9GES evallXWW report for use in concrete
<br />roate g ere appRca i nWs. hmia0dkan or rMis using thrests
<br />mortar set systems must be In alccodaKe with the mortar
<br />misnufacturer's rCC-ES evalralhrt report.
<br />4A wind RosfttaMR:
<br />"I Cedaf0b 1 CedarMU SM AladeM and 'NOrdaaa
<br />TOO:
<br />4A.1.1 M21I3C: IrrSWOUdn of time Tim is Imbed to
<br />the prescriptive parameters, of Tate 15072,7 fa LtVuOe
<br />design wind Speeds 1V k) of 130 mph Me krnWh) or less
<br />and Dream N1r4 h Orw ied (18.3 m) or lass.
<br />As an abuobw. an minkoan T/w-kKh4rKk (11.1 con)
<br />oidii same Dow of minimum "fs2-victltrlkk
<br />(11.9 con) plywood. a dirge ire 1.
<br />buglehead wood screw, In the center fastener We LTA,
<br />be used In tau dike two rOk MCIL*W for TOW MOPES Of
<br />3.12 and over. The screw mug be of wffkiag length to
<br />perintratka trough file deck a miendrr d % stein
<br />(19.1 icon). The bugklhes d screw must have a mum
<br />diameter or 0.138 Inch t3min .5 and a head diamdeter )
<br />0.328 &db .3 min
<br />The Be may be kab" *Mv Leasomits kr..Tatfed
<br />Mug be nornknaey 1A'nclHry-3-mch wocA Each tie mat
<br />be rashined To the batten with a single CONOODII-resistant,
<br />bLQeDMO wood sum in the center fastener incie. The
<br />strew must pernefrade the batten mkarluan of I4 khan
<br />(19t1 mn) but mug rW penetrate ft Lindisdayment The
<br />top edge d the Bit: is dlgined with the top d ft baftlr.
<br />4A.12 2612 MC and 2WS RIC and IRC: Vstatubm or
<br />These lies is Saw to the - d Taff prescriptive parameters
<br />1607.3.7 of the IBC and Section F190SAI of one IRC, as
<br />applicable, for baste wM speeds (;-second gust) of
<br />100 mph (161 OfVI) or hiss and mean rod freights of
<br />t let IBC 60 teat B 2aB cram or Less the and AO teat
<br />( )
<br />(12192 roan) or less To the M4C.
<br />see section t4.1.1 Or t&AMtg d slaeamklg watt SM*
<br />screw in ftu of two nab for rod slopes of 312 and 0I
<br />Also, See Sedim 4A.1-1 for Ile kdialli ion OR bSUeh&.
<br />4.42 Alt Other TEp Pacuept CWMMte f 064MW SW,
<br />Mbdoca a M Mladm 7OW
<br />4A411 2412 IBC: For ultimate resigrh wild speeds (VI)
<br />of 130 mph (209 lim" or less and mean rod hejgh(s of
<br />60 teet (IS 3 m) or less, files must be Installed In
<br />aCCOl 4RMe with me pM%fiPfi" PardMe s Or Table
<br />1597.3-7 or Ufa fBG. For applications bwjoad these
<br />p>esCrOM M parameters, the des and me faskin"
<br />systEmf must be designed In accordance with FV.ft 1 of
<br />E IR,2 15n. DPslgn CCf18YderaMM rbr High Win d
<br />AppMcdEms under the 20121BG and PC (ASCE 7-10).
<br />"11.2 2412 IRC: For bask wind speeds (&MOcond ")
<br />CPT too "" (1st Omits) or less am mead ford toe0hts of
<br />40 feet (12 192 con) or less, lies must be trcabn&erL in
<br />accordance won the proscr1pave paanetet5 of Section
<br />R9M.3.T of Acre IRC- For applicalkins beyond these
<br />prewriplive Paatimters, We Pies and The fastening
<br />sirshims mad ibe drso ned In accordance wart Figure 1 at
<br />ESP- 1 - DEMipn CaralHeranORfi for High h5frrd
<br />Applications under the 2012 IBC and IRC (ASCE 7-10)-
<br />"Zil 209 MO and IRM For basic vied speeds
<br />(3-second 3t) of 100 mph (161 kttdh) or loss and mean
<br />roof AefgfMs of OD lim (16 288 nm) or hiss W Ste 18C or
<br />4D feet (12 192 mn) or fen Or the IRC, Tiles must be
<br />W is accordance With the pexopum palam ekK% of
<br />Table 1507.3,7 of she HIC or Section R905.&T of the, IRC,
<br />as appllcaft- For applitaMaW beyond trEse+ pxestrillive
<br />paramelers, the toes and the fastening sirsterru must
<br />EvalIATIM RWWt353ZAs.Oblt9
<br />1154444W
<br />Ravhlan 9s 03/p6/2D15
<br />Fapacfli
<br />Plilita 2 of 10
<br />be thisl Ined x1 withstand ale aerodimamk wind uplift
<br />moment In accordance aim the section on Dest)pa
<br />CwKkle Wiopts firer High VOW: Appliculkin in Ap perelk B
<br />of Vie TWW$1WA knUMUon rim. The gernsic
<br />required sepirdynimk "M moment. determined its
<br />accordance said Tables SA Srothgh 60 of the TMANSPiCA,
<br />wastastapi MWNA mash be mind by hie we FaRtur
<br />ram ft Taste 2 to ootin the required ataodimarak upi0
<br />irnomit or one sp c&[ Pool we being iresstased. The
<br />affolvable Omdlinamic Win mocrent for The foof Tie
<br />TasLerdnO system selected Aran Table 7A of ore
<br />TRVWSRC;A. Insdallalfm manual, mombe equal to or
<br />glatar Minn 0he mquked aeludyraalic upW mourirt to
<br />the specific Twf re be" Insfaled
<br />4.5 P&r
<br />when wismard lei accontar" with as report rive Baal
<br />Poo" concreses, rod Min are Class A Loaf caveri gs In
<br />accordancewill TBC Section 15052 and IFIC Section
<br />R902.1, whern rod ties are Instagia with a roof We
<br />ad nestae, riedisissapin must be in accordance with
<br />all CON X71ONS OF USE
<br />The ROTA Roo" extracted cancru"le red fees described in
<br />tlds tepDo rofgrry with, or we "able aMPJ nmw to *flat
<br />Is speeded in. those codes listed in Section I of trls
<br />rum stailectisoffiettallowestif condo
<br />&I The MO VOS elitist be Mftd in accordance with this
<br />mport, the code at ore TFIVIVSKA
<br />tWA#a§on marhu8i. k4 Case or a conflict between the
<br />I isialkaOPn m7anul1 am ttiis; - - - MIA
<br />report mks
<br />62 The rod dertki g awed mot maturing spleen must be
<br />designed Tux Moe approildi a boars diekernarfed in
<br />accordance wim the appR.able code_
<br />5.3 The Bard Roodlg concialle roof ges she produced at
<br />the mamrfacThmktg facilities Wecffitd in Table i under
<br />a qualty control program with Inspections; by ICSGES.
<br />GIG !EVIDENCE W MT W
<br />Data In accordance Yarn me IMES Accefitance Crloella
<br />For Clay, and (° orkiete Rucif TOES (AC180), diced February
<br />20,12.
<br />7.0 IDHiifflCATK)N
<br />The Und&-SM of eedlh Wd Ile, . for CIMWRO V
<br />cellorme 5D0„ Madera 700 and Madera wit, K knpn iect
<br />with Be or Boxd ROcialt logo (Figure 2) or
<br />the name MamFLNeW Baal, BON N Iat vristl e.
<br />C.eTlaiW I C.edarft ti�iL, Madera 700. and Madera fts
<br />natee an -M. ATgYrnledl on me Op ski or each fica Each
<br />shgipktg pallet mast how a label clearing Bite Born Roo"
<br />rhatre, the We designation; mwujbcWmg location add
<br />Addrin,s: COOS; SAP Mo*er; peW
<br />Flu
<br />plldactlao d".' WMU W twe1gM and the "*W
<br />number (ESR-1647).
<br />8.0 OTHER CODES
<br />In addition, to the crudes referenced In Sechots 1.0„ the
<br />Tsui in In report were evaluated: for wit
<br />the MqAWMM Of the codes.,
<br />a 2OD6 InEr katiionat Building Loch' OBC)
<br />t 2006 ft*magonW RealkirefiefC.a%E REII
<br />Tile LTOW Roofklg condone rod teas its over
<br />s(1Md or spared stfestlting are considered Class A In
<br />accordance vAM the exception to 2006 IBC Section 1505-2
<br />and 200E IRC Section R502A, AA other consoas OF
<br />recognition are as described In Sections 20 Through 7,0.
<br />ERD
<br />S. LIMITATIONS.
<br />5.1 This 1s a building code evaluation. Ne-tler TriluNI RD nor Robert Niemrnen P.E. are n " way, the Designer of
<br />Record for any protect on which this Evaluation Report, or previous vendim thereof, is/was used for permitting or
<br />- idance- unless retained specifically for than se.
<br />desigfn� PR1 I�rW
<br />5.2 Eval is not -. use In the HVH2
<br />This - .cation far Report
<br />S.3 Fire Classification is not part of this Evaluation Rrapmt; refer to current Approved Roofulig Mates hh Directory for fire
<br />ratings of this product
<br />5.4 Wind Cesstication:
<br />SA.1 Ail shingles noted herein are Classified In accordance with F5C Tables M-/2 2.7.1 and R905.243 to ASW D21E1,
<br />Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us In all wind zones lap to V_ - 150
<br />m v =194 mph). Referto Section 6 for installation re ulrements to this wind ratan
<br />ph I m, pit) q set &
<br />5,4.2 presidential rionraony, Accessory fa Hatteras, Shackle Ridge, Shadow Ridge and Cedar Crest hip & ridge shingles
<br />have been evaluated in accordance with ASTM 03161, Class F when BASF Sonotastic NP' 1 adhesive or Hierdoel PLi'
<br />Pntyurathane Roof & Flashing Seaiam, applied as specked In marlufactura€'s application instauttions, indicating the
<br />shingles are acceptable fo_ u� n all wind 1Dres u to Y- - 150 h V - 1�4 h
<br />P .aa I vx � 1<
<br />5.4.3 Ctassilieafion by ASTM D7158 applies to exposure category B or aril a building height of 60 feet or less. Caiculattons
<br />by a qualified design professional are required for cosdhihns outside these lini tations. Contact the shingle
<br />manufacturer for data spec -tic to each "Cie.
<br />5,4.3,1 Analysis In accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CrxtarnTeed asphalt
<br />roofingshingles fist in n - .1 tit. 4.5 ads a calculated uplift laic F_ a minimum deli find
<br />gls listed Section 4 rough exceeds the pf a (., at ma design W
<br />speed of V..d all 150 mph (VA a 194 mph) for residential buildings located in Exposure D conditions with no
<br />topographical variations (flat terrain) having a mean roof height less than on cal to £dfeme
<br />The shingles are permissible under Code!or Installation in these conditions using the installation procedures detailed
<br />In this Evaluation Report and Certainteed minimurn requirements, subject to mmimurn; codlrad fastening
<br />requ rerrems established within any local Jurisdiction, which shall take precedence.
<br />5.5 All products In the roof assemdfy shall have quality=mance audits In accordance with the Florida Building Code and
<br />F,A.C. Rule 61620-3.
<br />6. INSTALLATION:
<br />6.1 Roof deck, slope, underlaymerit and fasteners shall comply with FBC 1507.2 / m%5.2 and the shingle manufacturer's
<br />minimum requirements.
<br />6.11 Underlayment shall be acceptable to Cescainlreed Corporation and shall hold current Florida Statewide Product
<br />Approval, or be Locally Approved per Rule 61620-3, per FSC Sections 1507.2.3, 1507-2A or R9@15.2.3.
<br />6.2 Instalation of asphalt shingles shall comply with the manufacturer's current published Instructions, using minhmum
<br />four (41 nails per shingle In accordance with r8C 1507.2.7 or Section R905.2.6 and the col nimum requirements herein.
<br />61-1 Fasteners shall be In accordance With manufacturet's pu00shed requireniems, but not less than FBC 1Sd7.2.6 or
<br />R545.2.5. Staples are not permitted.
<br />6,12 Where the roof slope exceeds 21 units vertical In 12 units ho6comal, use the "Steep Slaps" olreettom.
<br />5.3 Certainleed asphalt shtr.,ties are acceptable for use in rer of (tear -off) or recover applications, subject to the
<br />limitations set form In FBC Stertion 151Q and CertalnTeed published WtuaMation Instructions.
<br />tTredor Research and 6esttn, LLC Etaluadan Revert 1632A9.Os•Ra
<br />perisar,dfA.nO,Nn?wARM R54444Rd
<br />Reaia6h sit Oalra6/2n16
<br />rage 3Of%
<br />TRNTY I EM
<br />6.3,6 Ift.hPaild 5104MMIRMATTI1,90*7
<br />101W AW I A ND NM mo slttMTk
<br />....F-_ _ ON, ruts aamand"GET" d izo re forte
<br />W.drr �� i&. TAIL RldkmA NAerAdstt.7m KbeA4D is ma.wh Oneximrod.
<br />S . Aptill-at-Ar er.peara rsmnA evch hr
<br />I .rand ux*z Y�OmoAagmeeat asualli"IwIlm witiand
<br />Oor,- - aid Wfe1
<br />a.r.na.x. "H
<br />-O_ �. -
<br />ur� € Wa
<br />sy ert..*n1a,+.4t14+araa
<br />gp-ll--%#ma --i6--VW.*ti qf.VAW
<br />'r3nr1 MH`rmCre Om.In,A.gearxruranems
<br />I. hety-
<br />6.3,6.1 Hip & Ridge, Option 1: Referto instructions herein for Cedar Cresk'"", Cedar Crest" IR or Shengle Ridge" hip and
<br />ridge shingles.
<br />6.3.7 Padtlot":
<br />LOW AND ship Slop[ STOP Sion
<br />Use Fotk tails, for every hill sTuattle ficaued Is shoran liclrw. nsrr RnIg ns ix amd fvw Ix" It drawn "i' p. ti mar far every rids
<br />*N.*msho.a bik. aVIrif roftoxx.oi i1e ARM D49-6
<br />Typo a b.npmk& l'(25 moo WIsap nuft
<br />`N,* ceaimt. aeon.
<br />i. ,,„,X .I- f---. -F� ., cAln)w,llxmole,_d rmormg cued coo. caws milks cot
<br />$,A'-
<br />,IN-t
<br />"aisvr
<br />I F_ = � , iy -(- t};E-4 --I -L --_- ----- ram_
<br />"fit s� - .�r w+a
<br />riaw, I r r,
<br />- - - -
<br />ow X_ I 0"
<br />Hip & Ridge: Referto Instructions herein for Cedar Cues(", Cedar Crest- IR, shadow Ridg6TM' or Shange Ridge- hip
<br />and ridge le shim d.
<br />B
<br />7. LAaEuNG=
<br />7.1 Each unit shall bear a..... permanent label with the manur acturer"s name, logo, city, state and logo of the Accredited
<br />Quality Assurance Arne noted herein.
<br />7,2 Asphalt shingle wrappers shut' Indicate wmphance with one of the required classifications detailed iu FOC Table
<br />1507.21a / R905.16A.
<br />8. Bululdi a PERA4rr thicurIREMenrfs:
<br />As requied by the Soloing LTrf oral or Authority Havkrg Jurisdiction in order to properly evaluate the ire4dllation of this proolvd,
<br />B. MMNACTUWtG PLANTS:
<br />Corrfact the nanhed CA entlty for Information on which plants produce products cohered by Florida Rule 61G20-3 CIA
<br />requirements.
<br />10. O1uALrN AsstxuaNcE ENTITY:
<br />UL LLC-QUA9625; (414) 243-6409; karen.buchniaon@m.ul.com
<br />- END OF EVALUATION REPORT -
<br />Gated r Twevarch amp Desfaq, LLC
<br />Evduatim Report asnA&esmse
<br />FL5444-R8
<br />Revhlnrn: sire , Is
<br />Prep s af9
<br />r.SR-16a I &MMIeNiei$tAtY ¢daW7rn d - Pia30ElO
<br />TABLE 1-TILE OWEIOSKM $,t IGHT$ Attu"WWACTIIRINB FACILITIES
<br />TI.E OESLOIATM7N
<br />INSTALLED DRY
<br />tiliminlosofT
<br />vatEnsMaNew)
<br />MANUFACTURINGFACILITY
<br />LEIIOTitI
<br />knDtN
<br />Alhtrwa-Sift
<br />10.4
<br />16114.6
<br />let,
<br />PMr w
<br />AaarAa .,`mxrxed
<br />10.4
<br />1614
<br />16%
<br />PanpmhD
<br />atme(6nawo
<br />35
<br />17
<br />13 _
<br />Law V4wn _
<br />awcubm9m
<br />9.3
<br />17
<br />13
<br />LOFW
<br />rueoduna-noted
<br />102
<br />telh
<br />13
<br />I Kaiy
<br />C9pi
<br />10.1
<br />17
<br />12'4
<br />Lake waits
<br />c NkFft I CoaLlfaa 600_
<br />-_ SA
<br />Wh
<br />13 _..
<br />__.-..G&W
<br />EsparialBadreginia
<br />90
<br />17
<br />12'h
<br />Hans n
<br />Espana IBaftei"
<br />6.5
<br />17
<br />12%
<br />LAke Wales
<br />Espana na i eaeakrut
<br />9.0
<br />17
<br />12sta
<br />i M-*
<br />Evans I Sin.ie o
<br />gap"6wleacekrmatio
<br />9.0
<br />ss
<br />17
<br />17
<br />_ 1211.
<br />12% -
<br />Ftwb
<br />Fusion,
<br />Semi wit - HOMM State
<br />9.1
<br />17
<br />13
<br />SNXOM
<br />Madera
<br />_ Madera 700. -
<br />s5
<br />-7.2
<br />13' ix
<br />lilt, ---.
<br />13
<br />-..-. 13 _
<br />coot
<br />G*W
<br />Maim 8 I sair4lona
<br />10.33
<br />let,
<br />13
<br />Pbow*
<br />Saaany st r - spill Old English Thamh
<br />9.9
<br />17
<br />13
<br />SbckbDn
<br />aaxmy-. ow" $rhak0 _
<br />t0.._3
<br />_ 16'1,
<br />13
<br />-. RYy-
<br />-
<br />Saxony -OM" $two
<br />10.3
<br />17
<br />II14
<br />Itiuitv
<br />- -
<br />OAttf-Y Saabs
<br />10_
<br />10-3
<br />16'r-,
<br />- _.
<br />13
<br />t4dy
<br />LlalatY-comet BlNe
<br />i Bs
<br />17
<br />t247a
<br />Mato
<br />swow-CMK*Y 8*snake
<br />10.3
<br />letx
<br />13...
<br />_.- Katy. ..
<br />Saxony -Erryrn Thatch
<br />102
<br />i6`4
<br />13
<br />K1114,
<br />Sry- F-iirTRah Tlheexn
<br />t6.3
<br />17
<br />12%
<br />RieltS _
<br />6aawry'-E%tsIs Thakh
<br />10.4
<br />17'
<br />IA
<br />- Lake V09105
<br />saaany-shake
<br />10-3
<br />lei.
<br />13
<br />KAy
<br />many -Shake
<br />9.5
<br />loll,
<br />i3
<br />Phoeniir
<br />r - Semite
<br />.raxOnY
<br />10.3
<br />-... 17 -
<br />-_ tzar --
<br />r
<br />Maa0.
<br />SWMRY - snake
<br />10.4
<br />17
<br />12%
<br />Lake Whin
<br />Saxony -Shake
<br />9.6
<br />17
<br />13
<br />Denvm _
<br />savorySM- Shalial
<br />0.1
<br />17
<br />13
<br />Lathrop
<br />s'rax4iiY Too -shake
<br />9.1
<br />17
<br />13
<br />thocldw
<br />$BKWW - elate
<br />tstxorw-Siva
<br />9-5
<br />110
<br />1614
<br />16i. '--..-
<br />13
<br />_. 13
<br />Phoenix
<br />Katy
<br />saww-sm
<br />10.3
<br />17
<br />12%
<br />RWb
<br />-mww-swa
<br />tOA
<br />17
<br />12%
<br />Lake W*09
<br />-Sawrty Boo- skoh,
<br />at
<br />17
<br />13
<br />LaNM
<br />sahxwry gre- sides
<br />at
<br />17
<br />13
<br />Sock
<br />BaAIXry 900 - DorirAy State
<br />9.1
<br />17
<br />13
<br />alwid r
<br />s3axom-Slate
<br />9.6
<br />17
<br />13
<br />Denver '...
<br />sa diew - Y state
<br />16
<br />17
<br />13
<br />Denvm
<br />Saxony -Spit Old EWah Thrice
<br />9.6
<br />17
<br />13
<br />Denver
<br />Sm-W- SMShaun
<br />10.3 1
<br />17. 1
<br />12% 1
<br />MEMO
<br />spow-Spa ahele
<br />IO.d�--
<br />I]. 1
<br />t2% 1-.--
<br />Lake wales -.....'.
<br />saxony-SM Nae I
<br />ioi 1
<br />17 1
<br />2v
<br />HdeRa
<br />For IS; I melt 25A min. 1 Per- 4W kana`.
<br />'JTRNTY ERD
<br />6.3.1 c'r20^'.=7LX=30,M=30Ih
<br />tOWAADIVWOL 0MSLON
<br />op $10"
<br />BMW 12 12' 12-
<br />ails
<br />ties tow wW end IN rpoa of rorin Conde let"my rw
<br />- nm 1 .
<br />11 rro®t 61itl -O faLf6s O L7WjpRr agaesl.rdae
<br />t s' tS .tt$taal f con}-�
<br />g i
<br />atlt 1
<br />4 _-. -L. _.
<br />II
<br />IIa
<br />4
<br />bRAd
<br />51/r
<br />r
<br />-- ---- ---
<br />&>Elslt rar+r, - ials;' tarlr _
<br />0ft S� i"rF rmrj
<br />- - - '-1-- _--
<br />i - .. _ _
<br />I R.maa .
<br />.Aarf, l"(S srE2pwsrxrlp *TK OW49
<br />naaaa.
<br />s'IV
<br />?gr+M!].d° iMw'auOarLJ*rilkNaid+, Allue
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<br />Certification of Independence for Evaluation
<br />[CC Evaluation Service, LLC
<br />(1) ICC Evaluation Service, LLC, does not have, nor does it intend to acquire or will
<br />it acquire, a financial interest in any company manufacturing or distributing
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<br />Shehin Wnian, P.E. - President
<br />ICC Evaluation Service, LLC
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<br />eaterkrr mee6meh and Doren, Lit [wlurtion Report 35iNMAK.RR
<br />carte-t.a7AaN.bpam mom n3444-M
<br />Re ft" it 03/whin S
<br />Page s of S
<br />Walker Engineering, Inc.
<br />TI33 RackiEdwn Road
<br />Abbe 35235-2r
<br />205-85"160
<br />April 9, 2615
<br />Product Approval Administrator
<br />DRPR Codes and Shiodards
<br />suite 90
<br />1M Nortb Monroe Street
<br />Tallahassee, Florida 323G34759
<br />Re: FL7849-R7
<br />Dear Prodlet Approval l fir.
<br />1 have compared the rcquiroments in the following codes to determine if the new edition
<br />of these codes has revisions that affect the manu&cwm of concrete roof tilt:
<br />1. IMOnw4vma AWAft Cafe 2009 edition to the AWbnWimd AWAWtvg Cane 2012
<br />edition.
<br />2. International Retideflfial Code 2009 edition to the Inieramdonal Resider Code 2012
<br />editiory
<br />3. FUA& BuilAW Code, ,t mUdling 2010 tdition to the FTorW AiMa&W Clod% Building
<br />5' edition (2014).
<br />4. IFlarldl Building tC.o& Rea'idea illd 2010 edition to the F7erMit; Din l Cow,
<br />ReddvarAd 5" edition (2014),
<br />The result ofthis comparison is that tbere are no changes to the newer codes that affect the
<br />manufacture of concrete roof tiles. The only revisions aiFect the itr WIll tiDn requirements which
<br />have no impact on the manufachfre or quality of concrete roof tiles.
<br />Conclusion: FL7849-116 is in comptiancie with the tequiremtnts of niitrI& Build iv Coder
<br />Building 5a edition (2014) and the Florida Bad Cody Rorer So edition (2014).
<br />Sincerely,
<br />'.20�Qx
<br />Gary W. WaAr
<br />. - , pAR .4-
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