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an
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<br />1-RJr4 T y 1 ERD
<br />Gertirkale afAutfrorizaMn #9503
<br />January I, 2015
<br />RE: Certification of Independence, Raridda F.A C. Rule 6IG20-3
<br />To Whom It May Concem
<br />This letter serves to document the following in accordance with Florida F.A.G. Rule 61 G20-3:
<br />I, Exterior Research & Design, LLC. d1bla Trinity I ERD does not have, nor does it intend to acre or
<br />will it acquire, a financial interest in any comparry manufacturing or distributing products it evaluates.
<br />2. Exterior Research & Design, LLC, d/61a Trinity I ERD is not owned, operated or controlled by any
<br />company manukcatring or distributing products it evaluates.
<br />3. Robert Nienninen, P.E. does not have oar will acquire, a franrotaI Interest in any company ang
<br />manufacturing or ding products for which the evaluation reports are beiflg issued.
<br />4, Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any ocher entity involved
<br />in the approval process of the product.
<br />Please contact our office with any questions.
<br />Sincerely,
<br />Robert Nieminen, P.E.
<br />Florida Reg. No, $9166
<br />Vice Prood"
<br />i robertniemkienetrknicyencL om
<br />!XTIatOR RtfEArtCH a DES1401, LLE. d/b/a Trinity I FRD -Carty fltata of Authorization 19503
<br />NAM 60 wdaler Way . smite 200 - 6eatne, WA 98104 - Pr (206) 467-0034 - Or (206) 467-5849
<br />lAITx 353 Chrl.11- Street malt 13 - 0.ford, CT 9647E - Ps (203) 262-9245 - P. (203) 262-9243
<br />flow 1 Hip &Ridge, Option 1: Shadow Ridge-
<br />PPFP�
<br />ftm t3.-*A-
<br />sime.po"Imser 6 WSW 72ffi,amhd4oparow
<br />me TapBad
<br />ties
<br />L�7=A
<br />an
<br />YdatDMND"
<br />JMwr44aft MORimmirmaismemawaRelarmi( ego
<br />r1{at.ad-IP limmax tinacridh I
<br />Note: For ASTM 03161- Class F, use BASF Sonolastk NP 1 aaeshve or Her" PL* Polyrxethare Roof & Flashing
<br />Sealant in accordance with manufacturer's Instructions,
<br />63.3.2 Hip & Ridge, Option 2: Cedar Crest"', Cedar Crest-" IR
<br />Use two fasteners per shingle. For the starter shingle, place fasten_ 1-inch from each side edge and about 2-Mich
<br />up from the starter shingle's exposed bud eta. For each full Cedar Crest shingle, place fasteners 8.5/8-inch up
<br />from its exposed butt edge and 14rch from each side edge,
<br />ededor mrstareh and pulp I.I.C.
<br />C'rtf•aear otAO0wbot-g*M
<br />SORAL ROOFING
<br />Build something great
<br />BATTEN INSTALLATION
<br />" Battens are to be fastened through the batten and
<br />through the plastic pads, Locet)ons of pads one
<br />marked with a target on top of the batters for ease of
<br />klstallation. fads are located 12' on center to allow
<br />12' or 24' on center as required per code and roof
<br />coign.
<br />. Battens are to be fastened to the dock with
<br />corroslon-resistant fasteners. Batten hastariers are to
<br />be 8d roils, #8 - 24nch wncd screws at 244ntch on
<br />centers, or 2-inch long 16 gam staples With
<br />7/16- inch crown at 12-inch an centers. Batten
<br />fasteners are to either penetrate 3i44rtc,. Into the
<br />roof deck or framing or through the roof deck
<br />whichever is loss.
<br />• EBS compatible rave risers should be used to Insure
<br />proper elevation of rave tiles.
<br />TILE INSTALLATION
<br />Basic Wind speed lees than 100 mph and With
<br />a mean roof height of 40 feet or less
<br />P Fasten tiles to the battens only. Tile fasteners roust
<br />completely penetrate the batten, bu=r rat penetrate
<br />the umderlaymont, deck or framing using TO following
<br />recornmendedfastener lengths:
<br />9vakiation Reeart 3632.09.04Rf
<br />115444-Ra
<br />Rm lout9:Q3/66/m15
<br />Paw 6of9
<br />Basic wlxA speed 100 mph or greater or mean roof height
<br />greater than 40 feet.
<br />* Roof totes must be attached yin accordance
<br />With the "Design Considerations for high Wind
<br />Application' In the TIle Rooting Institute ('TR)1 Concrete
<br />and Clay Roar Toe - Installation Manual for Moder-
<br />ate Climate Regime or the Florida Roofing and Sheet
<br />Metal ssociation (F°F6AYTR i ancrete and Clay Roof
<br />Tile Installation Manual.
<br />a Tile fasters are to eittier penetrate 3/4-inch
<br />Into the roof deck or fra ratig or through the roof
<br />decKwhoriev; r is less-
<br />EBS USAGE RECOMMENDATIONS
<br />Cedarlite & Madera
<br />• 120 linear feet when courses ate 9.2E to 10 inches
<br />(Each bundle ertuals 0.8 squares),
<br />. 130 linear feet When courses are less than 9.25
<br />inches lEacn bundle equals .738 squares),.
<br />AIII other tiles
<br />0 80 linear meet Wton courses are 13.3 to 14 h&es
<br />(Each bundle equals 1.2 squares).
<br />• 90 linear feet when courses are 12.1 to 13.3 inches
<br />(Each bundle equalS 1.016 Wires,.
<br />Usage may vary ding on Ue course layout and
<br />adjustments for roof size.
<br />EXTERIOR RESEARCH&DESIGN, U.C.
<br />Cmrn%k.02e afAuV wlma"P95M
<br />353 CHRISTIAN STREET, UNIT#13
<br />OXFORD, CT 06478
<br />PHONE: (203) 262-9245
<br />FAX: (203) 262-9243
<br />EVALUATION REPORT
<br />CP-rtari freed Corporation Evaluation, Report 353209.65-R9
<br />18 Moores Road FL54444tg
<br />Malverin. PA 19355 Date of issuance. 09/22/2005
<br />lievision 9; 03/06/2015
<br />SCOPE:
<br />This Evaluation Report is Issued under Role 61G20-3 and the applicatile rules and regulations governing tie: use of
<br />construdon materials in the State of Florida. The documentation submitted has been reviewed by Roticat Nieminen, P.E. for
<br />use of the product under the Florida Bulld➢ng Code and Rorlda Building Code, Residential Volume. The products described
<br />herein have been evaluated for compliance with the Sn' Edition (2014) Florida Building Code sections noted herein.
<br />DEsciuvrore CertalnTeed Asphalt Roofing Shingles.
<br />LAvitcaaa: Labeling shall be in accordance with the requirements of the Accredited duality Assurance Agency noted herein
<br />and FBC 1507.2.7.1,
<br />colruhxD Comoukolm This Evaluation - Report valid until such time as the named s changes, the referenced
<br />lu Eval Rep is m t"+rod�{) �.
<br />Idocumentation r rovisfons of the Code that relate to the product change, Acceptance of this
<br />Quality Assurance changes o p pr ripe p
<br />Evaluation Report by the named client constitutes agreement to nodfy Robert Nierninen, P.E. if the product changes or the
<br />referenceet Duality Assurance documentation changes. TrinitylERD requires a complete review of this Evaluation Report
<br />relative to updated Code requirements with each Code Cycle.
<br />Aovemsehtesir The Evaluation Report number primed by the words "TrinftylERD Evaluated" may be displayed In
<br />advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done inks entirety.
<br />MIsim trim. 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
<br />V'+ I� P
<br />1 ss1.3
<br />A,
<br />cp
<br />3a1 w-6tAtn' °�F
<br />ltobrrtJ.M.Nlemfnen P.E. 4 i Tr* ",f%rewwwd amerrmwr.*Ar+,
<br />FfafdoR.�w. No.591.66,FfwfdoOrAANE1983 a ar4th2 �" mi1'"" .1aa4.wmrt.rm.rtaaka.e..awnan.e
<br />cy.�.'difDll X},,, Qk 1 AOW I wMMrwtdc-d.#..." raKEmr4buy
<br />''e'*' " r<oanezhwr :. a��m.nrrr.adwe
<br />Lx1e1HKAT ON OF INDRUMO C .
<br />L Trmhyl ERD does not have, nor roes It intend to acquire or will it acquire, a financial interest In any company manufacturing or
<br />distributing products It evaluates.
<br />2. TnnitylERD is not owned, operated or controlled byany company manufacturing or distributing products R evaluates.
<br />3, Robert Nlem nen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing prorlut[s for
<br />which the evaluation reports are being Issued.
<br />4, Robert Merrill P.E. does not have, nor will acquire, a flrwnctal interest in any other entity inwhred In the approval process of the
<br />product
<br />& This Is a building code evaluation, Neither TrIneylERD nor Robert N➢emiren, P.E. are, In a1y way, the Designer of Record for any
<br />project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or demon guidance unless retained
<br />specifically for that purpose.
<br />ERCl
<br />R0014NG SYSTEMS EYAWA.TION:
<br />1.
<br />'SCOPE;
<br />Product. Category: Roofing
<br />.
<br />sub,Cat6gory: Asphalt Shingles
<br />Compliance Statement; CentainTeed Asphalt Roofing Shingles,
<br />as produced by CertainTeed cwpo adicn, have demonstrated
<br />compliance with the following sections of the Florida Budding Code and Florida Budding Cade, Residential Volume through gong
<br />In aoco€darxe with the following Standards, Compliance d subject to the Installation R'eciuke:ments and Limitations / Condlttoos
<br />of Line set forth herein.
<br />2-
<br />raTAfMARM
<br />IW 2,5, R905-2,4 Phyuol Prate:
<br />ASTM D3462 1009
<br />IS071.71, B92S.2.&1 Wind Resistance
<br />ASTM63261,Cb9SF 2D09
<br />1507.2.71,R905,2.61 Wind Resistance
<br />AST1,0107IS&CIanN 2OOS
<br />3.
<br />Itiffewrcls:
<br />Am u minatlon
<br />-Qft
<br />UL (TST 1740) ASTM D3161
<br />94NK9e32 051151,=
<br />OL (TST 1740) ASTM OM61
<br />99NK26506 11123,11
<br />UL ITST 174% ASTM D3161
<br />03CA12702 05/27/2ooli
<br />UL=1140) ASTM D3161
<br />03CAI2702 06/16/2003
<br />41L CFST 1740) ASTM Dkfil
<br />(c*10 1847 IWOU2003
<br />UL r 17 ASTM D3161
<br />MT 4oj
<br />04d;1329 t$/ txx4
<br />A 1 2412
<br />OL (TST 1740) ASTM D3161
<br />04CAScrim 12M/2DO47
<br />UL CYST 1740)ASTM D3161
<br />#SN 3 7049 WIS Q4
<br />Ut ITST 1740 ASTM D31151
<br />OSNK16M 051117/
<br />UL(TST 1740) ASTM Must
<br />OSCA16M W12/2005
<br />tit. ITST 174D) AS'SM D3161
<br />0SNK14896 05/22/Z005
<br />UL r1ST 17401 ASTM D3161
<br />05NK22800 ow22/2005
<br />UL 11V 1740) ASTM D3462
<br />R684 t 9=405
<br />UL M71740 ASTM D71U
<br />05011,08087 O'SnA12006
<br />UL CT5T 1740) ASTM D3161 & 03462
<br />09CAISM 07/23/20M
<br />itI Sr 179p) ASTM D3462
<br />10CA413Ui 10j0712M
<br />UL UST 1740) ASTM D3161
<br />loc"Ism 10Io8/2010
<br />A CYST 1740) ASTM 07158
<br />Ioc"1303 10127/ ill
<br />UL CYST 174M ASTM D3161 & 0146-1
<br />IOCA449W 13ji1/C010
<br />M B:C CMT 962s) ASTM D3161, C6462 & 071SE
<br />13CA32897 11/21/2023
<br />tit LLC tw 9m) ASTM D3161, 03462
<br />TFw2.R664 4XITGiN114
<br />VL LLC I16T 9623) ASTM D71%
<br />TGAR.R684 04/DJ2014
<br />n I
<br />U4 LLC 1ha 9625 alma lZa iro
<br />14 I Ety
<br />�� Est .07/ 2017
<br />s4ee1t4 OinOrnudmm P /D3/
<br />4.
<br />IPROOucr DesCaiPTIDN:
<br />4.1 Cr2o"`, III.25, Xr- 3o and XI- 3o IR are fiberglass reinforced, 3-tab asphalt roof shkugles,
<br />42 Carriage House Shargle", Centennial S e'", Grand
<br />Manor Sttangte• Landmark--°, landmark"" IR, landmark` Pro,
<br />Landmark" Premium, Landmark'"" TL, Landmark'
<br />Solans, and Landmark-- Sods IR are filierglass reinforced,
<br />laminated asphalt roof shingles.
<br />43 Presidential ShakeTM, Presidential Shake- IR will Presidential Shake TL-' are fiberglass reinforced, architectural
<br />asphalt roof shingles.
<br />4A flattens-, Highland State- and Highland Slide-IR are fiberglass reinforced,4-tab asphalt roof shingles.
<br />45 Patriot"' Is a fiberglass reinforced asphalt roof strip
<br />-shingle fwlth no cut-outs) proWdkg a laminated appearance
<br />through an Irnternwitett shadow line with cmftrwtidg
<br />blend drops for color definition.
<br />4,6 Presidential Accessory, Accessary for Hatteras, Shanglie Ridge-, Shadow Ridge"-: Cedar Crest- and Cedar Crest- IR
<br />are fiberglass reinforced accessory shingles for hip and ride Installation.
<br />41 Any of the above listed shingles may he produced In AR (algae reststard) versions.
<br />Smisslmr Research and tlmllm, UC.
<br />Evaduativra ilem 353LORAS-M
<br />C NUOIA0061 tP RN41"
<br />t7S444-M
<br />rStOA/06/`2A13
<br />imk 2Of9
<br />�TW } ERD
<br />I
<br />S. LIMRATn)IJS:
<br />54 This Is a building code evaduatlon. Neither TrirdtylERD nor Robert Nleminen, P.E. are, in any way, dote Deshler of
<br />Record for any project on which this Evaluat€on Repoli, or previous versions thereof, is/was used for permitting or
<br />design guldanoea unlessretained sped lcallyfor that inopose-
<br />S.2 This Evaluation Report Is t r use In he 14VHZ
<br />epo no for t
<br />53 Fire Classification is not part of this Evaluation Report refer to current Approved Roofing Materials Directory oar fire
<br />ratings of this product
<br />9A Wind Classification:.
<br />5A,1 All shingles noted herein are Classified in accordance with €eC Tables 1507.17.1 and R905.2.6.1 to ASTM n3lu1,
<br />Class F and/or ASTM D71S8, Class H, linclicating the sthlogles are acceptable for us In all wind zones up to V_ - !so
<br />mph lv,a = x94 mph). Refer to Section 6 for➢nstall requirements to meet this wind rating.
<br />SA1 Prtdidemtal Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge and Cedar Crest hip & rye shingles
<br />have been evaluated in accordance with ASTM D3162, Class F when 8A5F Sonolastic tW 1 adhesive or Henkel PLO
<br />Polyurethane Roof & Flashing SealaM, applied as specified In dmamifiieturees application Instructions, indicating the
<br />shingles are acceptable for us➢nall wind zones uptoV_=150 mph(v,mr=I"mph).
<br />S.4.3 Classification by ASTM D71%applies to exposure category 6 orC and a holding height of 60 feetor less.Calculations
<br />by a qualified design professional are required for conditions outside these limitations. Contact t1°e shingle
<br />rnanufaewrerfor data specific toeach shin&, - -
<br />5.431 Analysts in accordance with ASTNI 07ISS Indicates the measured uplift resistance (Rr) for the CertainTeed asphalt
<br />roofing. shingles listed In Section 44 through 4.5 exoeir4 the calculated uplift force (Fr) at a maximum design wind
<br />speed „ 50 - 1 for residential buildings located) In Exposure D conditions with no
<br />oFY' x mho V 94m. r n
<br />� .a P (at phi IV po
<br />topographical variations (flat terrainp havlrg a mean roof he➢grn less than or equal to 60 feet.
<br />The shingles are permissible under Code for Installation in these conditions usingthe installation proeedirms detailed
<br />In this Evaluation Report and CertalnTued minimum requirements, subject to min4mom Caddied fasiT.eemm;
<br />requirements establishad within any Iocai Jurisdiction, which shalt bike precedence.
<br />55 All products In the roof assembly shall have quality assurance audits In accordance with the Florida Building Code and
<br />F.A.C. Rule 61G20.1
<br />6. humazzATR)M:
<br />63 Roof deck slope, underlayment and fasteners l comply with FRC M7.2 / R905,2 and the shingle marrufactra is
<br />minimum requirements.
<br />611 Uriderlayment shall be acceptable to CerwinTeed Corporation and shall hold current Florida Statemilde Product
<br />Approval, or be locally Approved per Rule 6162", per FIRE Sections 1507.2.3,1507.2.4 or R905,2,3,
<br />6.2 Installation of asphalt shingles shaft comply with the r nu`avturer's current published Instructions, ruing mknlrum,
<br />four (4) nails per shingle in accordance with FSC i907.2.7 or5ection R905.2.6 and the rniNrnum requirements herein.
<br />6,21 Fasteners shall be in accordance with manadi cturer"s published requirements, but not less than 1'BC I$07-24 W
<br />R905: . Staples are n permitted.
<br />25 m at
<br />p
<br />622 where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" dlrect➢ons.
<br />63 Cerlain'reed asphalt shingles are acceptable for use In reroof Roar -A or recover applkadons, subiect to the
<br />lhnitations set forth In FBC Section 1510 and (ertainTeed published Installation InstrucNons-
<br />Extada Research and 0.1say LLC.
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<br />•rAi,'fa9F.Rue 1I1earer$Tar®agoma moftmameriincles
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<br />Vx -3� N 6 Ae+re' 1i+ MOr +avyl«4r1+elk
<br />6,111 No & RaBgc: Cut Shingles
<br />1"-.��.- .H rfSa Mot Ivarwn
<br />;25awl 7pM71SZnt1r90tRiePCH4x4PpN ma4 s:rfraIerP Sua Cao•• �
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<br />Aim41r-�M bobgdk. VPV. erar dr era w/,4w
<br />Nit€: Four ASTM 03161 - Class F, use BASF Sonoustle NP x adhesive or Henkel PLO Patrurethane Roof & Flashing
<br />Sealant, in accordance with manufxtureesInsgtetions.
<br />6.32 carriers House $hooch•. Centennial SLR- and Grand Maner Si -o
<br />WWAR gwim
<br />smwmuw Tat4stafokmad d two ofimpl k naftotaat brnef
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<br />sift ep*spi*nof gMM 1- WMR) tram trkeafft*
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<br />Evalwtlon Rmparia5a m.054g
<br />n544443
<br />Revision St 15
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<br />63.21. Fdp & Ridge: Slam- Ridge
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<br />W1_1 LEFT
<br />17- At1A4Sd" _ - r{lMnr Ile oprJt4(pfdairgW
<br />Nor 17 I& AffW RA* e04vand7hilK
<br />Not: For ASTM D3161 - Class F, use BASF Sorolastk NP 1 adhesive or Hem PLO Polyurethane Roof & Flashing
<br />Sealant in accordance with manufacturers Instructions.
<br />6.33 ik'M landmark W- LandataidC Pro ff6rm9the ialtdmafk'T oat. landmark- Fr9mWm. Lodatedt' TL.
<br />Lars jolf f : Soluh i tandmwut- sabrhs Mir.
<br />UMAMSYMPWRM LMO A R
<br />rid' Iar taros'
<br />ASmIMft van amr1- Ilalaaro _„-„
<br />7Z it*A" 12" rar(2amWt
<br />onto- (5t5a (AI6-0-*
<br />r--radar; to, `using
<br />I1r _
<br />R ti*i*f coo row,"
<br />ov Sim UAW= It
<br />Undtankandlawallatiatimplai.rtrrl cemitheimall I*h tr^- .--grit"
<br />timliamil vkailbek+tr4e AVIOtoofta mNlltgN am "am I pMmP I "M
<br />MUDixT n.Ww i'**OfarpiabmaeagssaomVi
<br />outcomme,amaallow hl-&tyI@k simia* '•rinsmat "SM* '
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<br />Evaluation new as32,99.06-es
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<br />flevaion si"/d MIS
<br />Pei S Oft,
<br />Walker Engineering, Inc.
<br />®mayi WMWAT KCMCOM ICC Ewaluakiort Service, LLC I n Rndciogimm Road
<br />l �S[� t 1 ERD {[ERD T gR®-1-V vJa�RF nddRc6Bumb*5-85".3sa3s7b2i
<br />i - - _ ! E iS6� I [ ` 3o6D5att9n street. saRetoo 205-g54-0I6Q
<br />IIII II rr firm, CA 5�
<br />Note: For ASTM D3161 - Class F, use BASF Sonclastk NP L adhesive or Henkel PLO Polyurethane Roof & Flashing 6.3.5 thatreii 63.6 turd Staten hi lice d Slate'" IL itxtMgRLaIFIha1[L fmx 362-69546 `
<br />Sealant to hand -seal Cedar Crest shmglim Apply FW l w PL adhesive from dw milddle of the shingle's raised overlay INAN,SW � t ow wwmaitt-ate - - �fl 9, 2015 on the top piece and extending approximately 4-inch alorg the sides of the heachp along a One % to 1-inch fromcookie each side of the shirglesheadlep, "medal* align, and apply the overlying shingle, gently pressing tab sides into 11
<br />� � p� q,r4 WHINAadu�d�rspasd mWcgc mo
<br />the adhesive, and install rails. To secure the other side, apply a lAnch dianwter spot of NP 1 or PL adhesive T.--1
<br />t' 1" rmI ra%:x w:r sarw6`I Ap •.Vi -firapt„ i,rgmb P[pdLtCr t%p�Srpygl AdmilLi Bioi
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<br />* �➢ aer "I ' I ICC Evaluation Service, L:LC Tallahassee, Florida 32303-4759
<br />aP - : - r
<br />ey..n+enPwaaarP...ar+mar.roa,ea- __ _
<br />04IL4 I. rmarariemrta4.►aido"WareeWim•6s „m ..*.% � i - (1) ICC Evaluation Service, LLC, does not have, nor does it intend to acquire or will Re: FL7849-R7
<br />7�wrs'lAm mradamr.wejrea taer1... lilaaeemaYjeriow eswaaaaq l' aa,d.4-.»�.. 'qrf"..
<br />l-mrlimmaw il.• al..iamie w,aae„iri„rwtuRtr.aelyl- --- _ it acquire, a fnancial interest in arty company manufacturing or distributing
<br />P Tu nk e, ado abase, 4rrahaemreark .emimt.,rAPreiet Ndmare.eir►eaee ti.sr4x
<br />wall-&VmiNsm"ie.�rabrr� _mnmm° Lc utts€orwtdChevafuatlonsareissued-
<br />rlwmr4raalrr4esr.rar. a.hmn..w - p Dew PttTdaCt Applmal Atol:
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<br />�� 63511 Hip & Ridge, Option is Accessory for Hatteras Nnft.mrrr®ar.ra6smrae (2) ICC Evaluation Service, LLC, is not owned, operated Or controlled by any I have compared the requirments in the following codex to determine if the now edition
<br />63.4 Pre*kntW Shake-'. Presideritial Shake- OL Presidential Shaken': � fnMROOM.0 M'.O 4pr�edt-raw, company manufacturing or distributing products it evaluates. of these codes W revisions that affirt I& manufacture ofoonctme roof tafe: .
<br />flE P SM Fade Leal sides _�_ mom.
<br />lowIModicaNafl0lfr For 6,3LA Hip Refer to Instructions 3 ICC EvaluationServioe,LLC,doesnothave,norwi� uire.,afiintarM�alinterest
<br />nor wtrwawndhra+wPa:.raEdeaaer<4ear PtaMfaar r - } - 1. barrlrsaii my Cate2009editiontotheillllonwimme]hPfttufg[°ale2012
<br />a 0* N, go" bdm epplp F raI5 w i babe aar.arsag --N '-'---eoiaialtie. ridge shingles-
<br />aRry�plaesraswtmmasaargflri�-;ay#f46�t- ; 1 in any company manufacturing or distributing I`OdiACt6 f+N which r Rs are
<br />WINT1 -- _ _ - ar . ,tart ri miaa.mftseta i r _ _ _ - 6 7 Low SON"" s n ng P Y g p � 2• edition.� Code 2009 edition to ills 1t�f Code 2012
<br />(1rn14 mt4 .� P.'P bey ceded.
<br />Ces FrAix fow Vou ae asplak nx4mr. r'4O>'a W.m edition,
<br />L llrr i sm PDtR �t r Cunt �hag)e t alDan aaak4rM kimr rapid make Pmmt4tmomme ARM {4} ICC Evaluation Service, LLC„ does not have, nor coot acquire, a financial intermit 3. xl ledik B� , � 2010 edition to the FforA& � Cede, ButYt
<br />� real I, 1 2 11" oaf Ap* "u5 WO rods a a -Sic in any other onlity involved in the approval press of the product. Sw edition (2014).
<br />Otte Apply aia Ot fataid G'larhs+• curwit, Bi n sear mf _011 ra�x car r WOW. 4. Fliew d6r
<br />ri..Prp6 �ad aaaei rimw9raastn aaM a4s i J aaprl5.5#,� kx➢d I T a ns•
<br />,.,, 2010 edition to the ride B� Cam,
<br />Nimir
<br />qa.,s r, flow fAmrdramar.a n. ar ilurt tr't " alefrtfal 5o trtiitiam (20I4}.
<br />t➢waraemwoirkiia ;-i &�r1- 'r, "I s _
<br />The result of this compariarxi is that there are no changes to the newer codes that affect the
<br />6.3,44 Hip & Ridge, Option 1: Presidential Accessory Note: For ASTM 03161 - Class F, use BASF 5onolastic NP 1 adhesive or Henkel PL* Polyurethane Roof & FWhing na mamifaCEu[E Of COnCretC Iigf riles, The only Ld9YiS10D6 atTect t1Ae OBgtt which
<br />PRIfMOMM A� sealant in accordance with manufacturer's instructions, - have no impact On the Ire or quality of concrete roof tiles.
<br />Pleddm� acuSmxL aitln�mran be f� cotEdnghlpa and 6.3.5.2 Hip & Rid", Option 2: Cut Hatter" SNr . .. ... Shahin Moinian, P.E, - President -
<br />r Hip & Ridge: Refer to Instructions herein for Cedar Crest, Cedar Crest'- IR, Shadow RldW or Shangle Rhdga- ICC Evaluation Service. LLC 1Irp11atlCe TCgUirelneDt$ OfFl ids � Cott, � dPPb7 UP lD&e>� (expose W tootle trot 7' ham
<br />Conclusion: .7849-R6 is in co with the
<br />the lwttr�t�g6ofthe "iDctti='>earTtaeEc4rEly'1rsb1M01as- mm and rtdgeshlr,giea
<br />5°t rition (20I4} and tiAe Ftoriifd Ctld� 1Qestff! 5`a edition {2014).
<br />Idehrt6. The hrtailgrst dt ice' Lori tat larger, ig-tliBf pineCtirA- I I�,._-.{ 7. LABELING'
<br />dither W ZWfbe deck or 1N'augh.@e dedt. Pi�eptlil _ , _ �_ _ _ 1$' (� 7A Each unit shag bear a permanent label with the marwfacturer's name, logo, city, state and lotto of the Air d
<br />fir' (2Q$9
<br />accessory coraFsxg two. drtl�t,shs: Aaoesaotpptodoeed In - .s .. �. _ , n i;) a. , 15 Quality Assurance Agency noted herein. -
<br />Dtfmin$itam,AL b 12' x 12•, Fdt'M, o&prodacdx g"4. t 1$14, OR CAP 7? Asphalt shirgpre wrappers shall indlate compliance with one of the required classifications detailed in FBC Table - Ste '
<br />accessory. Std�gle $f igia ShlP9 d sh �ti�� 1507,2.7 t/ R905.2.61- X r t n y
<br />Note: For ASTM D3161 - Class F, use BASE Sonclastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing & BUILDnG PVWtr REO*tEMEMS: - + W 1A. 0.
<br />Sealant Inaorordarcewith manufactureesInstructions. fgpM611 4101'SWAMAHiVW00marrda call, r rmal5,jMrAmrgftn4?f*"6,ttrtg,io-ItAOa. AsrequiredWtheBuIlding.O#Rc➢alcrAuthor➢tyHaving Jurisdiction inorderto opertyevailuatethe Installation afthlsproduct.
<br />63.4,2 Hip &Ridge, Option 2. Refer to Instructions herein for Cedar Cnept , Cedar Crest-' IR hip and ridge shingles. Kota: For ASTM D3161 -Chess F, use BASE Saroiastk: NP 1 adi'asva or Henkel PL" Palrnsret?€arrc Roof &Flashing - Gary W. �`s=^ry
<br />Sealant In accordance with manufacturer's insuuctions, 9. �Acru le Ilium , p 7
<br />Contact the named GA entity ' for Information on which plants produce products covered by Florida Rule 61G20-3 QA. I'-'r a?n
<br />requwem-emta, v 4`:.. l A'e , , .. x) G
<br />10. QuAurTAssLwANcECurrm.
<br />4
<br />UL LLC (414) 248-64a)9; karen.huchmarrri�us.ul.Corn - x ry'„� ..
<br />$Tim {�a
<br />- END OF EVALUATION REPORT - Cf- Thomas l - BMW Roo - 1932 South 5 1 " Avenue .,
<br />�0 4 \) .
<br />asa,w R"Ufth and Daibn, LLC HdmWa Rapat �ARAS." liar Raikardr and Design, U.C. eval- i49 Rat A9.0d-Ifs Exetniat Resaydn �1 D¢r�xy LLC. evahation Rapnt AL05-RP r
<br />trtii aff x r
<br />ra:mam.fAmid .mmmm# W P1544"tis rmWlmle�Ame-hamom MAND n3-a 4446 tr63ratcoAmm5Prrm/f/fr-AlIM FLS444-M - - - try. -,q�.
<br />PAWWM9:03/96/IM RevbIm9:031a0=5 Redsa.r9ar 6dl0ls
<br />Pace 7of9 Pemaaf9 Pxd*S*f9 -
<br />ESR-Is47I gloat anf7fr d _- - EM2ofla EaR-Iga I 4Dfdr afwl7mated' -. 3OF 1-8 ESI-IW_l AigretteyA-itp1ailandTeOP4011Eatt4I isUe.Paw 5cr is
<br />a7rA
<br />L mof tiles may be Installed with modar5 that are recognized be desrgred to wfrhs'rd Cue aeodynarric Wind Wit TAMU$-TM-E1)MENWHS,WEIOWSWU M➢ ACTL MGFACIUTIES TABLE t-"FM-E ON" SO"$,. WFIGHT3 AND WANWACTURN$ii ,/Cars tCooloopm 'TABLE 2-TME FACTORS AND TILE FACTOR RATMI4
<br />it a Condo KA,4--s a vanuaton mport Nr we in tormenter mcinim M accomal4e wits um section on tit
<br />mnRng Ile applications. Insfail a on, sY Dies using Rose CMZkkrahMlg for Hip cord ArppILal icaM in Apt B
<br />mortar set systems mat be In accordance with the mortar of ate 7f49 WSRCA, Welaia M mart al. The genek
<br />iCC-ES Evaluation Report MR- "7*
<br />onowNtUrers Lcc-Esevaluation report required upes moment, determined in
<br />Issn9d Attir 2013
<br />4A ihlld IbsFrMflmr: accordance with TablesRCA
<br />mist mtMpled by i �tatmm
<br />This mifortisatkodtoAsnewatAugust 1, 2Of5.
<br />"I Collette, t CsdaSM See, NUMM old Modena ratio In Table 2 to obtain the repaired aerodynamic LVM
<br />Tw. moment forft Specific noor tie being Inswaid, Tile
<br />I (tlI00) 421.8GS7 I (582) OSAWA3 A SutwOary of the tntemahofird Code CounciA4
<br />4.4.1.1 M2 ISM imtHIMM of these fats IS Wok d m aftwaft aid yt1upliR moment. for the fog tee
<br />the prescriptive parameters of Table 1507.3-7 for ultimate fastening System selected from Table 7A of the
<br />.
<br />design rind speeds Nrf of 130 mph (209 WA) or less TRVWSRCA li6'OaeOn manual, must be equal to or
<br />OMSOM a7 00 Go-- THERMAL AND M04SUM and ptaWde a atvMr Map. Act rubf toes are
<br />and mom roof Its' orW Met (18.3 m) Cr IRM Weaker Iran the required arrodpna mix; uplift moment for
<br />As an aRemo ve, on mYdmm tfhe•iict►IiIck (11.1 mm) Ode SpeEISc noDf Me be" Installed
<br />PROYE07M designed *0 anchor lugs enCept for the Cedwft aid
<br />$*co n: 07 32iG--CmwarM Roof "IMEa Madera profiles. Mineral cdtrittg oft's are etgna' applied
<br />offend strand board or minknum 'O/w.nclea" 4.6 'Firs CtI"Mci sm
<br />10 the ,, I , ve , sudece in a cemeidbom meter'' or mixed
<br />(11 9 mm) plywood, a single V atah hl5laced in accordance with this , the BMW
<br />REPORT IIOLDloh: kare9fally rah the the MiK M Were, a VKMMh Co W
<br />bughillearl woodlet the fastenerhello hole,
<br />vomit
<br />be used' On d'the two nab required for roof Mopes or i Ile with I 15052 �ap d IRC
<br />@ORAL ROORNOl AN mat gee are cured to Reach requited Streit" Irritant re
<br />7676 SIM#& CIN" = oR11tE. am 100Poodlscl
<br />and ovef. The Screw most be of suakkent kerven to R902,1, will" FOCI on aft ftww wo a MOF tee
<br />peeebw Metagph the deco a mMnMrrarrr of 'fe iecil
<br />�,CiAILMPOftOOAOU" 1e57platlanls, 4Kttemiohs and ttS'ild
<br />adhesive, Instelati must be In aCtdmahCe wait
<br />(19.1 most, The Mtgldlead screw must tmae a shade -
<br />"TWIS a dry weights are *Wkaled In Table 1 of Ills re poet, ROd lie
<br />we @lsbabDd' Figure i
<br />diameter Or 0.138 Inch (3.5 0m) and a head diameter of
<br />wwimrakmL000 polies
<br />0.326 inch (8.3 ram). &I CONDITIONS OF USE
<br />32 Concrob Rod 79M
<br />The Me may be ItstMed with bafteas Baaerts Instated The Darall Recl itg ext imled concrete roof Ues described in
<br />'g rOd gee are EoncreJe nwf @Pa tsar
<br />must be nbrrksafy I-1nch -3y Inch wood. Each f1M 1 report comply, waft, or are witatra tatsat
<br />ETt/iLIIiON StA.DCfi cooly wdh AMU C1492, The root Re b mar tsefaM In
<br />be fasteriatl to rile batten with a single corrosion,nissistiont. is specified', time codes listed' Section I of this
<br />Mesa f omw as the rods" described in Section 11,
<br />bagierlead wood screw in See center faistereir tip. The relent. seellied 10 the fdaowiig co n isons:
<br />CONCRETE ROOF TM.ES: ATLANTISt BONA SM incept the tie a nooutertocm The roar f is designed
<br />aAft4OELOK44SPACT, CJePo1, CEDARUTE I
<br />screw must perMr . the batten a mtrimi m of '14 Inch &I The r0ora1f s melt be it h accorcence wall Itts
<br />'fire
<br />coedit aw-iw wp. TAB p and artwMsi
<br />OMMWTaE ON, CUtSOC IM EtPANA I @M ..ONA, and Installed dnyr weight we India led h Tffik 1- See
<br />total, the applicable chide ad the between 2*
<br />tope geo dt men not pt WO t e t t of bO
<br />"edge d air tilt l LI case d e cant AM
<br />ayned wfrh the top d the 0fltell rasinstmation
<br />ESPANA SGO. HOMESTEAD $DAME, NOWSI M - Figure, 160E an @ir on ort he Me-
<br />SAW. MADERA. MADERA 7G0. =Sam a 1
<br />moali
<br />a aSbrt Irtawfal end this fepofi, ells � hw131
<br />�12 INCk and 2GGS SC yew MCc a
<br />@ARCBMK& ROM k, SAXONY, SAXONY 406 ffLMW 4A INSTALLATION
<br />these ens, of ale 9DYe
<br />these li6s i6lltrfred Act Iris prescriptive parameters, of Table $ -
<br />7aG. SAXONY SM SAXONY-Nn AW4 SAXCNY•1MAW6 4.1 ammwmi
<br />1 3 the iBC and Section R905.3.7 of ON, W. as 62 The mof datkiniiFo
<br />SLATE,
<br />&4xow-oou rRY ATE, &%XONT-0RIT $NA Insh"m or the a" Ro li ng root SM mist be le
<br />ILAXOW SPLIT SLAIC SAXONY-@PACT, SAXONY SM aceomance wN the Oomrete aid Clay PAd Toe
<br />far bade wind 1 or d speeds (for the aand
<br />Male in
<br />too NO 061 taNl) or less and mean Rot heigft of Accordance with Meappradec+lcka-
<br />IMPACT. SPAIISH -5-. aPAIaSN `!- NBEIRD. '16fAf t�0on Manual for Moderate CWnele Regions, dated
<br />(1 riser {18 or l mfo tr lessPC Iva the IBC aid 40 iced 5,a The BOrM!Pdolllg concrete moFtk$ fee producedi�. it
<br />(i2 i92 mm) a lent for the ItiC.
<br />ESPAN& VANGUARD ROLL. VILLA. VISA I00. VILLA March 2010, publlened M tie Tie Roo@ng tail a
<br />the maanteciaiag facilities; WwTwd In Table 1 tinder
<br />M AND VILLA Srla NI*A CT and Western Stales ROMW C003M s Assertion
<br />See Section 4LAA-1 oar fastening or a quality control program win inspections Dy K)CES
<br />(hefeluder Reformed to as the TRUWSRCA III 11aGonh
<br />Screw inleudtwo'nags for awsk tOf&12amCOW, 4A EVDENCESUMEMTOED
<br />1.A EVALUAT10h4 ROOK magwl), and recdgllacd in ZMW except. as
<br />Caseate
<br />Alto, sae SetOm 4AI-i for Ole NOU000M at batllaits. Data in m COFJM ,,. WKh Be KX'-M Acceptance
<br />Olonfi bwwa weft fW Mlomlto codes: extheuwrse anted in this report It cdMMlct between
<br />a 2012 and 20091h0malkinve Sri dNV GOO pBCp the knlaSlaat maraat and this Report, this. repos. t gove
<br />4A,2 AD Odw Iles Except Cedadit f O6dlaft 610, for CUT, aid Concrete Roil T'Les (AC1 rFebruary
<br />Itarxu and Uadom 7Ga:
<br />This, report and the lmwsRCA iMEalstlon marael must
<br />g 2012 and 2009 &aetmaUdoat Residential (odes t1RC) be available at the )oWte at � times during inn.
<br />2Di2,
<br />4.i.2.1 11G1Y DC: Far hLAlThate wild speeds 7A IDEATION'
<br />0' For
<br />r CREW Codes (See sexton 8.0) The root[gee must be k*taiM on a ll**l ltm tcwr SOW d
<br />2 h;12 (2033%)i, Care must be W-damhng fled
<br />tr 130 (20 cl less arid meal to tt(Nd
<br />� The tmdefaide of each Mid W. ex-ept Air Cadence i
<br />60 led (18.3 m) or less, gee must be Installed ki
<br />Propwbn uvaMalad: ksthe an b ermine Uti pill'; are crept ,
<br />accossarice won the prescripthe parameters d Tie Oeft0 t SM. Madera TOO and Madera gee, Ls kept
<br />wish The MolYedJfE@E Of BOrdl PMBg19 i1gO (Fgwre rj) i4
<br />jo ft age
<br />■ Fie i, in[a11Dn � the eawe and vctSCel I eke � amgk3 b Got
<br />to the
<br />eMwe In order to enure unit m collect bee&AM Siff ON
<br />1507-3-7 of the iBr- For appaC91011S IBJdId these
<br />prescrtpave parameters, the ties and the r-astawg the name LiomldlJkft Boras. Baal Lathe or Vdxstbe
<br />e weather tesistance
<br />and proper 2 and appearance, AN cracked and Ia A- roof
<br />a VArA4VO resistance
<br />Systems nth# be designed In accordance with Figure I or CoWak t Cedaga 6OD, Madera 7010 and Madera tom
<br />FS1-24}15P High have an "Lf' kniprllted on the by side of each We Each
<br />ISM ffWd be replaced-
<br />2.0 USES
<br />Design CWANerADILS for wkd
<br />AppicaDOm`+ Under the 2012 IBC and IRC (A1AC:E 7-10)-shipping poW must have a bearing title borad PJ)M"
<br />44 Adh"ft LM SySMtwS:
<br />The Borst RooEllg concrete roof toes Its, Ied over sold The Banal Roofing roof On may be knbd d with root @e
<br />motto: iota 9Te dOSURSibn�ritswtiachai- b-§Dn and
<br />4.4.2.2 2912 N= For bait wind speeds -Second gam) address: cow SAP mefmw wwa Of RIM per Paw
<br />sheet" x Used as Ids A poor eovdings In adresives Not are recogrill In a current KCC-ES
<br />accordance with Section 1508.2 of to IBC NO Section
<br />of 100 mph (161 pMt) or tees and mean n ROW heigrits or production dAK Installed weli and Ube eYWASNi report
<br />40 red (12 192 ma) or less, tiles must he kotaled In 0-9-MM-1647).
<br />"Nuation report for tare In concrete mating W
<br />R9O2.1 dine MSC, SppYClidOnS. I belt d gee hISa1B idlest aiahe9rYe set
<br />appicas or
<br />accordance with the prescdpi payers d Section
<br />a.G 011'" CODES
<br />3A OEfrCRfPT10N mast De io an nee whet the adeeaSet
<br />RK6.3,7 of the SRC. Fo' aptifCaiFaris beyond these
<br />prescriptive �. m gee am the far�t'g In In the Codes deletericed n 1._0, Uve
<br />ma's ICI.-EftlVatWd report
<br />4.1 Inmlodttq cor mots, o Tow mis
<br />syste ui be designed In accordance with Parise I of products an Mreport wwere� fro � with
<br />These Nor on we exsttmAed kkftk Concrete roof Ymlni Sri
<br />at Deco cons a rAlgn3 Ror High Wool ft fFXpdresee is dine 1711owlmg Cute'$:
<br />that comply voth ASTM C1492 and he" Itaedockilg ribs Except IN one Vila 601% 8ateloW 600, Saxony 600„
<br />Applications Under the 2012 ISO and IRC (ASCE 7-1■ 2006 tm�rrabowef � rat
<br />urn Ube NnglaudkrNl edges of the fts to team tgk w Boo and Madera toes the D" Roofing
<br />4A,3.3 2909 00 and IRM For basic wind Weeds a 2tMDrr hV6damono � GdkAt (lBG)
<br />Co ee (IF
<br />(3 se cond ;gust) of 100 mph (161 laW a less and mean
<br />'Firdsed Apff 2"4
<br />roof heights of 6D fart (18 298 RIM) Of desS for fife OC Or Tor Masi Roofing Concrete Nof Vies histaTOed Over
<br />40 Feet (12 192 rem) of leas 1W the IRC, lies must be Sold or Spaced sheaMdng are toosifths! Class A M
<br />TILE DESr&A KYA
<br />TILE FACTOR
<br />on
<br />snit FACTOR RAIW
<br />Celt
<br />4M44 Tee FOMM
<br />I.WQ
<br />mmsim s a l
<br />saxafft
<br />SO Old En hWWI%
<br />TOM ESPaa
<br />Va••
<br />v1la
<br />04 mnl we
<br />-
<br />Howadead Shake
<br />HaDmsLmad-able
<br />ROM
<br />-. Svzny-kr¢mel-
<br />/Waft SWk I At mb* Twmn d
<br />1.013
<br />0.7"2D
<br />apwk%h S
<br />1.26E
<br />0.899
<br />ssrnMh SNu_
<br />1.144
<br />0,813
<br />Espa a t 9arcalaaa
<br />I ms
<br />i.oel
<br />ESMha GMI Bamddfba ow
<br />8amemnawo
<br />BecNrana-1 I I
<br />Satiny we
<br />sax any 700
<br />slmraw 90D
<br />Sam"90o itriils slow
<br />Smmf7 we fart ON English Us"
<br />Viaom
<br />Vft ow
<br />NIa 9W -impact
<br />sonmom-kww"
<br />'TM IKIN taco x go fad0r! BM I6letter of 1.407 fro.. Sw SNOW 4.42 4f ix9 POW add ANmbdx t Oraa TRVWaRCA k dWWNM
<br />"wow tar addra'ral h WNL
<br />%aama arckdea the tenw g peeiCa6:. s-ony- slab, taale, spM slab. spill sidN, caunsy sta ke, courtassaft cadry Spr &Nm,
<br />84M Thatch and SW Oki English Thoth.
<br />A7.0a.Ammi-AP-comer rs®...rr,*.-mamma a s_,me, cirri.sr N-4. Wdid4-4ri..r 1 Installed let accordance *ion 91a prescriptive of accordance wgh the exception 1D 20t6 IBG ISec90111 I-
<br />--- "' Far Six 1 itch-25-4 mmo I t�f ®4.a6 k9Tms''. r-m� SI: t Fait€= 25,4 alai 1 ptl:= 4,aa tg�.
<br />4swmr4hLmerrdalr+ex.rw..rarwwr�MtAr'luma lees emanrrwf bASCagirYrnSrWas:lr,' •Pm*a awrrY4 m
<br />Table 1507.3,7 d the ABC or Section, R9176.3,T d ire IRC, and 2W6 IRC section R902.1. AM Meer coctdhor+5 or
<br />rwA.Arcoa4rmrPk$*. wrtwurwsria*Mr.t6Ar.4rwt
<br />soJbm as apprlcaDle. Fof' aPpMaMons treyrorld ttitae prescinclove, CtCLlgnli0rl are SN described in SeEfla# 20tlrougTr 7.O rittWModywsiptisaMedona3-richhn6aaap.
<br />0~4102114 PAEm'larm pararnebeis. the @es and the flishinklg systerns must 'Act dMWWM We nwakok
<br />T DESIGNATION
<br />INSTALLER oily
<br />tIF1WTOl di
<br />DMEIITSa3R"a WII
<br />RWItJFACTURa4G FACILITY
<br />LF.NGTTI
<br />hMDT11
<br />A -aim
<br />IR4
<br />1611a
<br />tolh
<br />PNAPKO
<br />Abates -TmWrnt
<br />10.4
<br />161/a
<br />loth
<br />Pomona
<br />Bah:el"900
<br />as
<br />17
<br />13
<br />lake wales
<br />Barcelona 900
<br />9.3
<br />17
<br />13
<br />Laavap
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<br />5.9
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<br />13
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<br />10-1
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<br />13
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<br />13
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<br />103
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<br />10.3
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<br />13
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<br />17
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<br />57
<br />17
<br />13
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<br />511
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<br />72
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<br />71
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<br />72
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<br />17
<br />13
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<br />52
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<br />93
<br />17
<br />13
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