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HomeMy WebLinkAbout5803 18th Stf tWi E tales Aft" pastMIttTL am iG D31610Tt5A DSW soc'u' 9M DY3u2o13 MITSi 1]4m 1M D3161O]1iRUM6x Ia2Yro31 MlttT Iler) ASTMDl. D7)Sfl.06W3 11LM7 12p3/rol1 Ulltti l]bl ULITSTv4W as M0316LOI AD6W] D]35a.-I it�A4M% IICM8R5 t2ryMa0i1 1xAH/2ml UL llC.(RT%ul aSTM D346E lxtaSelt IlvLSt-I ASTM D31610]35A Ota6x It ^ Lt1 Dx/l5/'.I sT_I UL LLCIRi %19) asTM D3161 11U3%M WiatUl3 UL ILL IIST%2N UL ILL IOU.- AST-D3161 Amas oRIF,ur, 31Ls3— 13[A3A34 uvDIco13 ULILLIgw96xt) Ouanyrnnvol MNwrtbn Report R2l,larn AL Il/D2Ji033 1UA/zoM UL tIL I�M 961t) Cmbnl ImpwIMR^pw,e2l,Mwrlbwn. PA I, UC.IOW 96T51 uI LLC IOUA esl) Q6uay QMNr CaMrol Uwkh tanvq 6rynlfon Repw1, R21,Twr4loesa.ILL MNregbn Repwt R3l, MvnllPncry,w ww"I5 o2/ta2DI5 m/ieyxols UL LLC.IDUA%Sti Oval",_ rnywnbn pepwt R2L SMhenU 01ps/rois UL LLL mu" %cal QuMty Cemrpl FipwtMr Repen, R2l. Savanwb, W Dx/13/1025 UL LLC. IDW 9M51 Conud Inipxtion Report. Rif. MYpreapops, A64 OLl6/A15 UL LLC.IQ o-I, Cont. Cava" Cw MNtWrtio-r Report, Rtl, M.vNrwn,w 0W21i3au2Dm315 t(mhA_ lDUa %Isl OpaNYConhW tperNon Report RxL Tampa.n D3/DS/Mls Usee I R2LLLDue-) kOw-1 n s 0m2//m25/romtS U%.) In, LLC Iqw-1) ad a OwarY C6nlrM ttbRL. LDmmabe. br�etrbn Roper. RE.Liwpaw.0 o3/ox/tail PaDDUc r DldCwngN: 4.1 Asdvlt5hiwles: 4. t:1 Mmqun^WeamerMas*, Royal Sovereign^ and anave, all a ul,R' sMildmrad 3�N6 asprak root shingles. 4.1.2 Camelot', Canrebt• 11, FDVmTy Malrsi0n• Ir, GIaM CanYM•, GSM Sogvoia•, Grand Seguda• Ill Aso_.-• Sierwa•, Timberline Amwkan Harveyt•, TmmerW Anmorihea, H, 1 Wlee• ..coral Shadow•. Timberkre IID•. Timbwav, Coot Sores, T-11,eMre Ultra HD• aid WoodyM• are fibergass reiMorced, alMwted xphaR roof shingles 'I' 3 SIIWKM'isa fibergass reintorcedS bbaspranroM shingle, 0.2 Mora Ride Shkwlea: AZ.I I' a AAidge^ Ridge Gp Shingles, seal-A-Rdp- IR Impact -Resistant Ridge Cap Shingles aid TimperteR'Premum RRlp Cap SN,W. are fawrgWs reinrw Led, ley rat ridge aspM1ak roof minglee 4.3 4.3.1 Pro -Starr' 50mil Snip SNngas aid Weathe,81odo r'• Premyanl Faee/Rgke StxM Nrip xe starter strips fen asphak roof sMrgles. UNu14Ns: 5, Thor is a buildmg code evaluation. Nenher 1-h IERD nW Roeert Nienanen, P.E. are, in any way. Ore Designer on Rerord for arry project on which this Fvalatio, Kepler, or previous -,Jam ihtreol, IVw used Jr, Wmndng or deign guidarce unless Waited spxdkally for Ith. Wnpose. 51 Thn Evaluation Reporth notion useinme HVH2. 5.3 Fire Caaef-Ion Is not part of this Evaluation Repoli; refer m L ,, ApW,w 1 NoO.ng Mxerials prenory for lire 'units of this prodncl. 5.4 went CassRxation: 5.4.1 The GAE W MN s wele. noted b SMion 4.1 are chavi ad b eaordarce with FeC Tables lW7 23 1 OM rID51.6.1 to AST. 031151. [ass F aM/w ASTM D7159,<Iass H, Indkating Ike 01,loS are xC.pl.W for us in A win awes up [o v„a=J. mph 0',R-1-mph). Refer to We .for -Nation reeveem- to nett the whrd neng. 5.4.2 The GAF Np & .,* Oftes noted . sedan 4.2 are Casnfed in Rccxtlaxe with Facc Tables E.507.2.7.1 aid R9D5.2.6.1 to ASTM D3J61, Class F, hdoring rite shingles are xcept# flu nor in all what tones uP.1_ = ISO mph 0-19a mph), Rana Se <ion 6 firl.R MxMiOI.WilemmU to m fit M rating. EXTERIOR RESEARCH & DESIGN, I.I.C.Cem%kme oJAumwambn a9503 353 Citing" STREET, UNIT 913 '�I(•''� i`Y cYiJ OXFORD, CT IMAM PHONE (203I2.2-9245 I.:I20312Q 9243 E'VALUATM7N REPORT GAF Evalwfmn Report OLRK.01.0&R17 1 Campus Drive FL7012Nt1s Panlppany, NJ 07OS4 Date of h niumee: 01/D7i2BDg Revhbn 17:03/31MIS scoee: This Evaluation Report is issued under Rule 61G20.3 and the applicable calks and reglflatiom goveming the use of construction materials in the Rate Of Florida. The documentation Submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Budding Code and Florida Building Code. Residential Volume. The products described herein havebeen evaluated for compliance with the Sn Edition (2014) Florida Building Code sections noted herein. DFScarrwN: GAF AtphaR Roof Shangles LMUN6: labeling Shall be in accordance with the requirennerds the Accredited Quality Assurance Agency rated here n. CONTINUED ComauANeT: This Evaluation Report's valid until Such time as the named preduct(s) changes, the referenced QualityAssuranra documentation changes, Or provisions,of the Code that relate to the product change. Acoepeanot of thisEvaluation Report by the named client constitutes agreement to notify Robert N ernmen, P.E. if the pRDduct changes w the referenced Quality Assurance dowmmtMion danger. Trinhyl ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. AmmilleEMEM: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be dsplayed in advertising filterable. e. R any portion of the Evaluation Report is displayed, then it sflalllbe done in its emirety. balelct"' Upon request, a copy of this entire Evaluation Report shall be provided to the user by the reamlfacturer or its distributors and shall be evadable for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through S. prepared by: a �Ya;cs r'n•,,. Robin J.M. Nleminen, P.E. Florida Repislroflon N0. 5916., FlWidp DCAANFl983 A"••,•_ a r.w Cmmcaaariolt Rov-: n.s.,.w..w.a...,...,,.unw,.�w.w. 1. Tr6wyllan open - have, caw does n +neat to xgvue or we It xwrire, a fi,wrw interest in arty _pan, -O.-le, or dntnlRA6g Wodpns k evakMtw. t. 1'rinavl ERD a rot oared, operated or mnuvlad W arty com W nv manuMmunrg or dntrltwtkg Wodums k evaluaRs. 3. Roam Niemiren, D.E. (ben Mt hat trot wit xquire, a IiwrmNimwest in anY compam rwnuFdcNlvg or dnaallnirg Madnrts fw whbh tat MWxbn reports are being issued. 0. Robert Nieminen, D.F. does riot fuse, rot aid algvire. a financal'mWest in any other entity intuited in Ole a -A prxess M the WMucl. 5. TMS n a building Lode evaluation. nehhw, TrelmlERD no, Robert He minen P.E. x,, in any all , me Desgner of Record b amy prgect on which INs Eva4lapon Report. W Weeiou3 eerskan tMreM, is/was used Im permhalg or design Nidarce unku rnaired specifcalN for that pumose. 6.41 nstalatlon of TimbMeR Premium Ridge Cap Shingles Shall ComaN aim the ma.vI Nreri current ,b*Fad mtructiom aim a miMmum two 12) wan, minimum 3/8arch head diameter, per sNngle aid beads M Solna— NPl Gun Grape Pdyonnhane Saab. w Henkel Pl Rooting aid Flashing Seam. 6A.3 Fastened shall W io xcoMance with the manMxa vet yuMnhed requirements, hn rat ass than F8C IW7.2 6 W R9o5, S Stapbsarerorpermitted. 7. Uv ti1116: 7.1 W lotting maN W b xcxdarce with the retpdremmU the ACcretlitM QMN[y Aswrana Agell[Y rated hereto. "I Aaprak shingle wrapcen still indicate comprarce with one of tie req,i ed Llassificu- denvee l . FBC Table 1501.2.7.1 / R915.2.6.1. & BuawNe Pekwn R[gwaMdls: A required W Ito Building Official. AutMntyH col, Rubdlttionin order to pr,.,W evaluate tra imtilWbn of mr, III— 9. Mlseura-PIAwR: Con[xt the Surreal OR ..IN for infomxion on which plants pl d e Woauch -led W Florida Rota 1I.-J QA requirements. 10. QuA AssuR.tact ENmy: UL LLC-QVAM6 5; (847)Fla 3281 - END OPwALUAR)wRepo" - FaMeiw Resewmwy 4arfA LLG Er.uwbn MRwtalS%al.W al) Wed.. RweNeh aid D.Ipr, ll< FJwalbh lapt0%Lal.eMl] «rWk4M e/awwl.wamaPsoa ND]Na1S CNrtNwrc WARmwImrM4ssaa R1a12M15 Pasihlan ll: e3/31/ials ReHavn Pyeaa sv:egset s RpaMs ari REVISIONS NO DAYF DESQUPIION RDOFRaq SYSmeb F VAu6anoN: L S_- Dmduld(ategm,: Roofing SYtrGtagory: AsphaltStwi le, CanpMnne StanlnM: GAF Asphaft Roof Shvo- 41 produced by G23, M1ave denwmtrated comprarce .. the faWwbg raw of the Florida evadbg Code aid Owida ..wing Co., Residental voNme mrowif, renmg in xcordaxe with the folbwhg5landards. COmptiarc<hsubjeRto Melnslilatbn 0.equirerrentSaM lim4atlwN/GWIdRwm of Use set forth hernn. z srAfnn.lg: lam smad1w ig! !so]1.s,e9os.a.4 ""via Dlppeore ASTMD3a62 zm9 150].2.Tleam.z61 kid Resllrsae ASTM m163 mD9 350>.211. e903.x.6t WIM Resetanre ast. Dole 2a0a ii 1:u7.2.7.I, R%51.6.1 world Ihewaame Tat m> 3ao5 C $ a & RFiGENGS: Stull ' n E!(msfla RW t, 2 g Ref meel IPOM19111 letter MEmaNNrvy SeYARigw Rhwad Rev3arnN ou13/2D PItllSASTMD34M GAF-059-0201 09/0]1h1oeM y Asp p PN Pol%2 OS/35/MS M.".) .. R-,.as UNIT1]b) -6In pp M q C 93m­ ov./1%3 Us IttT t>b) ASTM l 99M43R35 oUu/2a% O UI P"1]NR tors lo] 9aNe%l2 03/29/xl%D tI, ULtttT 11" scat o3r6x 0IM92Mz o2/02/1%1 ';1 w 8 ,g UL piT 1]NR I M.- TAt lm CSRR9]% Swli'10e1 0 4n C uLOST viol �siM 03I61 oINR3]1u wlRnml p a a oULs1Am-1- v/IW- MT I"M NI- a wealeaz IMPSIi4ol AS1MN161 TAS III7 a2-1 (JaRef2%2 Ullm viol ASTM D3163 D3CA536] m/Il/ZS3 Q �n G y LC Ul(ttTl7b) ASTM DI%2 03.I264M tort]/20D! I\ UL Im 114" PbiM D346d q.1- OW/laol TI S UL PSI t]4ol AST. D336] O4xR1)85o (a23R004 MITsr 1]bl ASTMD3163 OW3%46 oula]O05 d a C UL PSI I]ara atTM 03b2 04NRIlW9 1,AW eS ASTM Dp G a M IIST I]bl 3161 =2MB8 os/m]l0e UL (T$T 1]bl ASTM- oselcmul W10/20% Q N MIRT 1740) 3u D3163 %N1074I4 ot/3u30% a In (T$T 17401 ASTM 1I6103a62 n6C ]M177 06/Oa/EWti UI ITST l]4ol ASTMD31M,03467 OaCAI%]4 06/16/20aI M(m 1740) ASTM D3161 D1Ki oSU312i1 Io/l8/I%fi UL DSi 1740) ASUA DSRQ OaCA336D! 12/UullN6 UL MT I-) ASTM D3161, D34ti3 OkCAUmS Iun/mab M f15T lib) AS1M pilot mMWsne D3/13/ZO% M ITST 1ib1 ASTM D3i6t diU31611 p/p1/NOx M lnir )taut aSIM ooll .7-11b W/O 7 MlttT llbl ASTM D3161 D34M 07CA31]42 UOaf o] Mint 11401 AS1M D3161 mitt D1a61 %U06100 03/13/2aae MIm ]]Nit cou 0.4a6x 07U3- DtpJZ:XRe MPTI]bl SM D3l61. D3a62 OXAlOAY 03/xN10p9 M PST IMUI a5TM DI.:63462 o9CMl6%b U"IA'S109 MIm 1-1 AS1M D3161, ml5g D341t ®NR06M1 oM03/1009 M 1m 17401 ASU.t D3f61 m15a D3a61 mCAi]281 OflR]/2o09 2. PST -) ATTM OIlbt, D]tt4, b1462 1xa35554 o3/OSlNIO O. M I-RT n" ASTMDl161 D]l5a 1U462 3oCA13686 DS/IS/roio E M MT 1]bl nSfMD3arp IOC.PxW OS/])/2m0 Ip .IPS t]b) MD3a62 lOGll%3 10/1W.IS D 9 UL PST 1]40) ASIM0316Lm15a D3462 Soratt%I 10/30t.. "' O ULMFI7.I A31MD31 C-Sti- IONR- Up4m m M lm I-) aSTMD316Lm35ADMM OIY/p610o OU3adtio m m O En'alnrlWeRNrNM Rsip,llL EMkwawh rema150 ee'D> 'T H CerlRreaeo"arIwdMvraalo! gla12MSS m Rrraba a7: nv3Vzass m PyeaMs M � ^a ESN o o `o vGw V � 22 N ul m p at U t a to c 3ca 5.a.3 Classes anon by aSTM D]158 applies to eaposwe utegory 8 w C aid a Wining height M 60 Feet W kss..Cakuafbns W a wakWM design pMessiowl are re,olee In, WWKIM ouUiM thee, Iimaations. Contact the mingle manulxturer for Italia _x r0 each s)vrgIF' 5.5 AN producU In the roof assembly shall rave qualR, aswraxe audit in -daxe woh One Iloilo ..ad., Code arid J F.AC. RON 61G20-3. & wsaltATaH: > J 1,1 United"-, O ..LI UnMlay .short W xcepa.e to Gar and shall W. current Florida ...de Product Appoval,.or W -01 �^ Q. ApproredPw Rule 61G20. , MI FK 5Migns C5071.3, l5o].2A x R%51.3. n LL 6.2 See ersNrgle.: bL Q 6.z.I Imlalfat-of pro -start starter stripSWgles aid wearesioker-am Eave/Rake Sr -ship _-'or*_rme Q LL marmf.RoR,` < m v puhlnheE lmtnxtbm. L W 6.3 Asphalt Slimo-, /r� (D �_J 6.3.1 IwtaWtion M asphak mingles flat <ompy wen tat mamdac .,'s current pl b hrad insvucUons, mlrg minimum four U te) 141 nails pw mkgk in xcordarce with FBC SMions 150] 2 or g905.2, wait [W lopowing eaceptmm: � Z r Camelot iUmebt 0, Grand Canyon, Grant Se Rl vX GaM Sale" IR, aid Woodland require minimum Five 15) 0 EC nails per shingle. O • SaWire legrirm minimum se, (6lrahper minpe. U� N 6.3.2 Fastened shall Win cwdarce with manufec.-n puh05hed requirements, but ml kIs than 1. 3501.2.6 ar f`f1�1 (��E R9o5.2.5. lute,— cam permitted. ti 6.3.3 Where tat IWI slope eNeeds 21 secant w,rical in 12 u holi W, ­1 methods of fors ,, are lq,wed. Contact Q 0 the mir d, manMxwrer foe delall, 0y 6A Hb&Help Shin les: 8 J 6A.1 ImalYlbn MSnal-A Ridge Ridge Cap Shin Il LL glen aid SeN Rflldge Ill Impac(2) ..In,nr Ridge Cap a_IeXh 5 sha0 comply wnh the maw i nomem current WbRsrad'mstmcaom with a mnimum two RI ails, minimum 3J8-loch hraddumeler, per O dv^8a aid rbrnilu10.25-mth dameter beadzM NL»4el'Lwtite P153D Rool & Famiry SeaanY. � LL �I I JOB NO. DATE FBC 2014 DRAWN BY MANUFACTURE tawiw RrMweaMpralle uc swkwmn R4eartoas%a1Aaa1T SHEET NO. <wNNeMgaMkwimlrens%pl PLm1u+Ds Rewbn Ir. osfs Vmis nr,geaars GAF- 1 a� n: r4ga1 � R0s Name p 0as, Re,,- wr lopes s,Ivrw S.vr,u tt -.I- eudeamrw EBC.. ells sae cop ums - t- P, Apimw FC a AoWbxbn Type code VenMa APPIva on smN, commence A.crriee nna.ct wnwawr> nddmavm,or,e/Eman A-- Slgo ,,, rxnMra Rmpee4mui Anere:a/Pn«w/Emma aunty Assurance Remesmtanve dereauPn«wEmaR fa gmv wMampory Compliance "No rimida Erpm-a M[nitea come whp level IPvd IN Fvabmo , sport Dodo uceose I4w1Rv 4Eaamce EaRRy Q..W AwRanno Corvracl E:paxmn "ate Vaudaled ay Referenced standaM arm vent lot Sb-) Egmvakrce a Pro«at standards e MN By Sertbns ram IN r-I Product Approval Narod R-- Coin- EVAswTWm cAF 1 campus, M Pmpo saml, N3 07v54 f9131 en-a4xl krrdare.MObmM1ynd.c«n hod-n rPUi o,yerd.cam Beth Nc'+,ner I- I l mars on- �9 3j 672 442j1054 ¢qa1- no-- -" Kce sacks In. are an loomP. Part of the A-., Sytem Evalumi«l Report from a I- Raq-d knlvtM or a Lkeased Mnda Prd4pAonai Engineer fvmumbn am,t - lfa'dcoo, Recriaed nobert Bents m PE M LLL .V'11-6 rono W, -ii, PE Vandmon ORVMiA - vadropy Recces d SlaNatl Y ASTN G155 -1 TMTA9 IOOIA) 1995 110 ''wo Nmhod i option D Scot: Preducl CaNgwy: :oohs, wb,Catyay: ochoss 4rcas«aiesIMt aremince®al Part of the -fiat, System Caapgana Statement: GAF Roof Ventilation Products, as produced by GaF, have d,,000 r ved compl-e with she following n: a the FbrMa BUWing Code through testing sn arcord,- wish the fa -nit 5taridzrds. Coionsai , s.biect to IN Inaiduron aequbem -sand Unnatbns/!OMIT. ns of Use se[north Mrein. RA--: iss5e nialliM VAIIIIIIII si 15z3 5.213 Acres win i4f IMA1 I- i PM1yskal ProOartims iAs l)0 200U 2614.1 Wndavdmrter ASTM G155 2Abi RauEsstB: An: -Is.) k+ g014�903501 `uAAU/- An1TSiIs5A1 -Rap.961 15T or OL15/x004 An f155R) Wmtlp fin 1i -la t0./m/2m5 Ali MI I—) Pp noon 59e6 02- 063 o9i"- AnnST1s581 841AB a 1'/lE/2006 An ITS, lSSa) W nt 1. 250. ]T 38 02/I1/2011 Pa 751.11) W M1 mere• m]L2o1 p./N/ARM Pm fT5T.181 Fh. ropenini rR, OEpt 06N6/lint Nq ITSL'Se1e1 -1 - span eP aI d tWx/2mc Pm o.SR]9I Wnd peen Pant BRr..1102.1 12/31{2003 PR'RSt Salal Phy.inl Pmpenim BRw p25�0?-01 09/11/EOOa In, 1lSs sa]el PhysRanmpenin Ai r]542 o6 O2AN/lip] PRr r, salsl GAF 1-- 02N9/EOY Pm1T5T5pTel Wirth aver Rain .1 1-1. 01/om" ETCtwsl[sr Physw oelwrNs m/16/2000e11Pkorn's M1) of 0AOl/8/'A4 t,ch tap 119T 24111 Ppsul NopeMe f'ICpT11&19959A ,9/21lm0] Da 'Tot 1s9E1 various arw NWs iA,-1--1) quaNY cm[ron nrispx -port. RIS012 Ol/E)/M15 Pam -Day Fplgfa'. 4A Gohn• fdraua Vem low fit Mee or nomoivoroicro. In - hingk roof ys s The produrt measole, IOb Ind code ppl ns In 20 no So It long roles M -n ,,.d rind W C.11 4 2k S,vvI will" 4.2 Cabot. Rr.d Vent 3 pia - pro b fs h d, ve b - shnyll roM , with 12 wM ri h lddge caps. The plan- measures 13.13/I6 -h while ss ppsd in 49 inch long ar[mm, and Is wpplkd with 3-irch ring shanknaih. 43 Cobra' Ryd VeM 3- - 9' , a plastic, low -profile attic ndp wM fa use in sMrgle roof systems wkh 10+rch width edge raps. TM Podircl measures l I% -h wide wsp- in 48-mcl, Intl s 1-1 and is wp0m with }i h ring shank nabs. 44 Cobra- 5- Co..,- wia pkstb, bw-prohk all ridge vent with fihry for use n mbgk roof s,.- The- mina es13-13/1-1de suPpsedin4a-bollsettbm 4.5 Cations' Snow Cwmyr Adnnced•• n a pkuic. low-prohk attic rage vent with fiber Tor use m shingle nsot o nii- wvth 12- 1, width ridge caps. TM product mnsures 13 13/16-irch wide supplied in U-1, long semi,.,. and is supplied wish 3 loch ring 11N.k nags. '16 Cobra• Snvr ComNy Advamed� 9 b it pastk, knrgrofde anR ridge vent who fiber for use n mingle rout systems wish 10-is6, width edge caps. TM poi- meawres llk ov,h wide o,Wwd In 48-iMls brit sections, and Is suophed wits 3-mcn nog drank nails. 43 [obit• Ridge RVMIer• B a pohnno lone eholk, bw'toofile attic ridge vent Inv ux in dims. -4 synems. TM product mnwres I1K:rch wide I.Pplkd in 20 h lone rah, and is supplied wind Wool nails. Date S+Dnnis4 D4/06/2015 are VeRdalmd 04/oa/201s "ale Peildlrp FBC Approval 0a/IW-5 Date Appresed W5 1112.15 Summary a M1odrrore IAw a roof an vents Atrwaved for rue eete4s, MVNh ves - y av: R rin ren PF59166 Imwa Pe semilr W. heated by Ind --"No Party: yes Dasisaa aisms all/A evsaims-a..- OtFar. peke to on Seams 5 for limas or L- .... - Gealel 4Y I.Pmerge�R Tom PadvY6 Eaaffiw:: Iw Icons ax,.'^"_ r.i_�5;=�12RM:15P9112J8Z] me Sraedlr«Eanan AAMOanmvNv tepvtgE;l9y'2_or L"••^ .hbaty5lRmia.[:: �_..��__.P41s�-_�_. w.aR.e«enw.,.e� ma�.u.mang.aa a e, re>aea maNRkr,xad:-awl. qm. was m pM+ a w vvM Y rrun.�yw Nr•� ny puenr.. Neue [eMaer BSOwa).1395. • rsu ,, urm ass nSllt,rp su rtPefM.me o�ml�e. iro of Jk„c«eees uce.nee� cla«ar ass rs. m�A Ivo'noa maIXPam�.R .rim 'o n mew Mw me. cost pm..m mar vsea , ax i«.wR-mruo4n ua bmmae. rNwer«�m�ea aa«4.ms are m Fie env. Irw «� nv Icon ro xr4gly a perwrwr eed-+a, news. prank iIM Oavann�.v wan an emw a� Lr� � maee.,renade m m. coda. , ermna vm sea fneAat AplsNreavw lla�pN. 4.8 TdAAAR• India Vane is a plastic, low -pars - ridge vent for use in Tru5laea 1.11 o nznas. The product measures 11 <-IncR wide wpphed in 48-h knit seabns. UMnarrora: 5.1 TN; rt a building Code evaluation. Neither TIRIVIERD no, Robert NMminen, P.E. a any way, Me 0esgner of Record for ant proixt on which this Evaluaton A,poo, or prmvbus versions MemoleI,/.. used Mr -mooing or N -g guidance unless retained specif my for tnan purposm. 5.2 "nIn,, Eval-kvi Reavan 1-11., use in the NVH2. 5.3 ., -u- slopes are as saflo- Cyr-ate• EmmA Vem Z:1�1 Cobs- Rigid Vent 3 - 3:12 cobs• Rgd Vent 3. 9- -2 Cobra• miow Comirv- 3:12 Co"aa• Sriow Cooney Advmc- 112 Coba• Sow Cooney A -ins, - 9' 3:12 Cobra. Ridge li332 T sude•Ridg V -2 5.4 The -,vim oaf height for Colors' Exhauvl V t lob,.' Rgd Ve., 3 Coins' Rrgd VeM 3 r, (:bna Snow CwRny'•, C.IRe 4 1-racy Advanced", C M 5 Co.., 4dv reed" - 9', Coba' Hot, Runner- and ln,lilao,- ande, ven 11nall M 33 IT s 5 Intallatron shall-ft In minimum M free von ikons area let.vinivoid, I MrM in FSC Sections 1203.2. When mare Man - level or roof rdp exist nit over a single asp spare, use ridge veins only a11M Righ rime. IN$TAWn(Rf: 6.t GAF Root Ventilation Products shall M u nabint In xc,rda.. wish GAF puM.MM ond.11 Lion requirements su olect to the 1,malbas set Guth in S - 5 herein and the specdi¢ rated Mbw. edeiiw Resew -ant o'dian llG ev4m4d«i Reparr OlSOpaiA6M fa4d« Rew«ch am pnya' lu fvµ:rare 04rbrmu-- Isadore) cmy ry4abriNm lNpa Ikwlslenenya!/2o3a age of 8 fvYuatlon RgonpiSOfJ208Ra nb2a)4N aeWbn 9: M/NyEOu Pap3ae REVISIONS NOI DATE I DESCRIPTION EIEEERIOR RESEARCH & DESIGN, I.I.C. .Cewfr/iroeW AutA«imtipn 89Fo3 353 CNRISTIAN STREET, UNIT R13 =i !i i - OXFORD, CT 06478 PHONE: (203)262-9245 FAX: (203) 262-9243 GAF EVALUATpN REPORT _ Evaluation Report 01506.02.0649 1 Campus Drive F18267•R9 Parsippany, NJ 07054 Date of hawanee: 02/28/2006 Revision 9: 04/02/201s Scost; This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of e construction materials In the State Of Florida. The documentation submitted has been reviewed by Robert th mmen, e P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5'h Edition (2014) Florida Building Code sections referenced herein. y e p0 DesalnTloa: GAF Roof Ventilation Products . og Its a tNfLNq: labeling shalf be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 12 C CONTN3UEpf"Mh1ANCE: This Evaluation Report is valid until suck time as the named products) changes, the referenced o Quality Assurance documentation changes, cr provisions of the Code that relate to the product change. Acceptance of C eri this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. N the product qo a changes or the referenced Quality Assurance documentation changes. Tmuty) ERD requires a complete review of this �� •• 8 z Evaluation Report relative to updated Code requirements with each Code Cycle. anY E AwEasNHeHEr: The Evaluation Report number preceded by the words'Trinityl ERD Evaluated' may be displayed in advertising literature. N any portion of the Evaluation Report is displayed, then it shall be done in its entirety. Z lHadaCIfUN: Upon request, a copy of this entire Evaluation Report shall be provided in the user by the manufacturer or L 'y its distributors and shall be available for inspection at the job site at the request of the Building Official. E a a This Evaluation Report consists M pages 1 through 8. m Q � Prepared by: gej cfa:� Robert J.M. Huntsmen, P.E. '3'-`�.: ao{;_- Ho ido Reprs ho"No.59166,ForMo OCA osr-3 v..��., rmnrme•+ae...®.re.se«...w:u ova., cra- rmanEsammaoppE: T TrbmyIERD does rot nave, nor does n intend to ac9uire or -11 R xquve, a financial interest in any company moors' -nit a T'i J mg poducfsa d,opinu 2. iriZ---net P F do operamd or.contr 1 br a,. carpaM mamdattamy or wan, nii nufactning dot, es. 3. Robert Nkmirlm, P.E. does n0[ have Por coal coolie, a fvMMMI imereA b ant cmnWM mamdxNrkgf or distribudn8 products Mr _> winch the evaluation Iola, are being hwed. n 4. Ruben Nleminen, P.E. does not hive. on, will -re, a fins-1 int-A in my anw mitty, involved in is approval process of IN EE prodt u as 5. This . a bRidsrg cede-,WarOn. Neither Trw tylERn rior Robes Nk-. P.E. are m ant way. IN (hsi8ner of Rxord for my 0 '0 project on N h this --ion Repoli, or "-s venom thmrea, diwas used For permdting or design guidmce.Mess remained C spedficaky for that iinrilose. NU- G 91 d2 t N -O m Ra K m O aiON 0 O v y0 W M N N 00 o nU 0 L its U G _ 4 t 3m 6.2 CONu•Faaw.slVm: 6.5.1 Oialk a cmJxle birch oft each sde of one [kip and rot a slot along the apex of the rcml -nog 2+nth Our tress ion) or 3Y.+rch IMr ridge pole consWction). Ise slot momd terminate 6-rrcMs from exh end and l2ircMs nom nio int<nettbne orcMmneys. at only the sneatmng; do inn cut vosses. Eigvre a G.2.2 UmaltM vent along Uw.entire lung[hdthe rWge, cowdrrguzu[6-Inch srcealhing area on 1ptn ends. Sion nmgtns an herowed by cavismis -al butting the ends Figure B. Z 6.13 Appad artily a N. of polyurethane oaf sealant to seato the uaside olor the entire he vent and of tand rail wish inn 2%i loch gaNanlced roofing nsih at each corner and 1P Inch o c "o rent use excessive roof comers, m R may -ft n, ` W smnaw bmtenng O > 6.2 4 Apply a Mad of pahovem- -1 sealant in the shape of a -c' hie ondinuat of Me more pesVneter M the cap 0 Il.l mingles, ant 11 ap m'mgles dvectiy oval tM smg Smart N 1 ^ or Ili inch ins rwila jv.uRlNd wish Ind vend. Iy Fgure C. Oo excesses f .mewl, asi y knsh'ngk bl rtenrg. (� Q v f Q LL LL J c0 1, 2.5 Cobra° Exhaur, VeM (hard nail version) and Cobra' EINIA Vem [mad ion, version) have a %inch or 5/8- 1, nomhiai Mick r resodr,1,, I fxI111ate -I dalbn. rare shall IN taken ism. to .,on or [,-pact IN, Urodnf d.iyrg < CD hatadid... Fi". D. Q J El. e a U. ! 1 O xaipwOV«sioo NeeGm Version JOB NO. DATE FBC 2014 DRAWN BY MANUFACTURE Isaid(aRMRevwrh r4 oesieri, llG Evaluation swn a1506a2.K118 a9 SHEET NO. RerbbnP paM/Sstava OIs H8e4a8 GAF - 1 6.3 CoaM•Rae Vt,r3�, RNw VRrr3^-Y,SNow[:ou%Nr^. SRav[awTxy AovNww^aim ShowCMyw bvax®"-Y: • 6.3.1 MadooN ant m the slot opening as follows, ensuing that the eMs of the opening #op at Mast 6Arch from a, end .allsantl A ei,- Uinch from lep ari ridge inter n or derrey, � No Ndga Board: Cut a ]/8-mch opening on eachestle of the ridge )Figure A). ,i Rwp FI,i Cuta 13/B-inch apeNne on each sided the ridge IRgwe gl. "klo fudge Board .With Ridge Board 6.3.2 SealeM: Apptya beae MsRcone cadbrgW moi certrent[o tM underside pFeM Mrta baHtealpng DOM edges andat exposetl eME errwrirg the WtsNe edges where the vent meets the mkgks are zealee wrtn tie cauR W flashing cement. 6.3.3 VNn NWCeneM: SurtrngM one eM oltM slo4 dace, Cenierarb conform the [obra•rigM vent over the slot with Me vent Portly agars# the roof surfxe, ewur'xg the vent—od, past the slot geedng by m Streit 6 rnce. 63.4 Fa#eAerz: For Coba•Rrgrd vent 3`•,Cobra•Nigitl Vent 3^�Y, tuba• Slmw COMB Advanoi ant CMxa• Snow Country Advanced"-Y oNy, ee. her 3"ring Mark roils pMfuaed). Fit, Cobra•Sngw Coo" use Irk w kart l%- -h W brgM. Nails must always penettate Mrough piywooC decks Drat kaat %+rxh rho wood pinks. NOiE: GAF r ounends 3arrch ring Maid nark forircremed upRX resistance. 6.35 Spaehg: AOach the vent s<Mbn through the We -molded oiling Ysdes bcM.etl a13, 12. 24, 36 and dSIMh {rum the start M eaA log-krtnwni piece 6.3.6 )oMN: Apply Me obscurest Cob got M tuns wertM length F M Eg 'rig the edap/md¢rkp tabs. 63.1 Ridge Shrei IMWI Idol sheiksdance with sh%W —olet WbltMed in#a1WtiWr: nsttucbor,. uvng nags deuried'n 6 3 a A —I I.e. k inscribed on top of the Cobo] to wM to serve M a For- -- wM -to'. — team Nrmsweraasw [minar<n Rrw,.e oases �asg9 ReMamnGM/pa/N1t6 F.e.sae ]. 8,—. P.— . —tried by the B..eI& Of .1 or AUMerrN Having loohrtbn ie order to Woory evalua. the rnsulWtkn at Mh Croduct. 8. MAeRR—M­ INANr3. Co.'- me mx110x1-1 or the.-0A ent4y for Wormazio on pWMs cooled . —I Rule 61G263 QA reW nerFeMs. A [IuAlarrA6TaNANt[E— UI.. LLC -Win% 5; (B4]) 664-3281 -ENO OF EVAEUATION RERORT - honor Reread Nre Deien, LLC. r..yerr a.waer®e.,.ama esmuadon Rlpartet6p6,eids7 p FtAzs]a9 uahor.9.w/9Lzots pageame 6.4 f ORoee Romeea• 6.4.1 Cut slot RM 6.3.1. RA2 a I -foot sxtbn W be used u a tempWu I. hermit the wet out (Fywe EG) er t cemer the template( IpcatW over the ridge cap sMngles at the k%imdng of tM vent slot. Note the Mcatbn of tho batik (Figure H). Make sure to do this at both enpds of the in#apavon. - Gr) r.. 6.A3 kAeawre tie drslance homthe edgedthe runt slot to the eamior baRle(OIEsubkiM1acha&line alongoo sideMMe ridge fFgure I). Unroll the vent end use the iivieded 13/4wh pneumatic roorrry —h, to Much the first the of the ridge vent with the e#Wlpr of the baffle aligned wXh the, chalk line (igure l). proceed with using Me 1' interval Easytex^ system to custom vac to! vent w the approp+Wte length. g the Exyiear^ system can - M euOred, use a :Ill ty IeR, to sun the .M. N0 gun targets are embossed on the Wrt as a guide For prynerty a —I- vent he tie .of. The— I— M Ixtercd an birch ceMPrt (Figure el f it ^3 i H�Q V FAA NOTE: when tl—I, the wnt ant rap mingle:, he ore that the rnclueed 1 3/-1 Coil nark ranpleti Feeet-I plywood or e—e M least 3/4-rrch penerre ion into woad planks. In the case they eon not, you mu# use ahermte orh ttit Weed, the new Mperre#atlon. Pm ld wrtn anxhrrg Inc other side d the vent When brVereng torap down the sxod side, M NOT begs at the end; begin between the lost and second one font I— and teen rewrn to fasten the Irl# one -font se , This wrp alb. for proper M. FWbr Reslan'!r ant Darien. LLL [sNkma N 4„uarwtim x.Mrr3 [gkMon Mart dl5R6Dl D6aD f Wg)#9 Remson9: o4/w/tots Ipe6o16 u t — iir- rmuli odge mingles rn cwtler.Ce with shergle nsamfethe- s Rebli—d III.lWtbn i-,eehons, uvng Ile .4 Wes on top of th, ridge vent for mper lapping. 6.5 Ths6tAlf•Rwra V[NT: 6.5.1 m NOT use W hips. 6.S.2 imapTru56ate•Rklge Vent berme intalRng the lkid stales. 6.5.3 After letwmlMrgtie oral length of TIAI.Ie• eidO, Vent reWlae i It. Woper venXW6on1. deurmine tM re .1 slot opening M M-o f aeo m the slot opeorm enwn the esrds of the opening stop at kxt 64rch from arty ene wagsand Ml 2 h krom hioand ddge hee - or rhee- 6.S,31 Roofs,,,ther[ I ridge bond. Cut a 7/8—h operwg aloIg the ridge oe oerh 51,W IFigare A). 6.5.3 2 RwR wdh a ridge bond: Cut a 1 5/8 irch openng along lire r41ge o exh sitle.;Figure e). Nu fl d�N 8oartf 6.5A In#ap an lg-kch wke sMion of pFTM OIB]p sepaeherkg leak bxrkr �hoMrrg Fbritla SiMewbe RoduM ApWoxal or ApWovPd o a lM:al pasrsl from the edge of tie ridge sW e#emMg down wwards the roof dtt4 o both skk of ine slot. 6.5.5 place the TwSWte• Ridge Ven[ over the doge sbl, 'peaked' a d centered over the r.v got, ,II anatlr using ' - um 3w,h Mng ring -drank nark though [he pe-nroldetl nail holes o tM vent, brazed 3-irrh hom tM.ends ark 17h o.t. Fa#eren shalt peo[rale tborgh dywootl decks or endsed mrnrmum %Inch into wood piano decks. 11.1.6 CoMrno river the ieogth of the ridge, uthring m the ak/lemale Correct mete unite. Figure the IInIMM ends include the p eeobttf eel caps Cover aid exposed sort heads W ne -th vkooecalk heuil a bead,f err, grade Nutt— seal nt . the keeI IIpe katirg edges M the red, sent, az IN- Immon of the ke fieg edge and the kak-0ankr below. 6.5 ] In#a11 the lop course of I—' field slates, UMerBkrA" W & Mohtu Bar od Tru51Me• I— states in ore,,—.0 — Ieb4shed —11h tro irsgwctions IMag in6bte hire 0.1.MIh 16nch exposure -it, Ienterem 1 5/8 iKh long tieti,,news throgh pre duped hole, thre gh the Idr errtto el%W the, wood j ' f j hwrkr geoearM aid Mrien, LLL P+dmrc N Mnea,warm la5oi let, fMrwalenMm e15h6.MA6R9 N6a6]i9 ekrNwnroAw/aoas Pye]Mp REVISIONS NO EAT El DESCRIPTION u e wen e V e d c � P C o E 3A oY N Wy C W L O L h- — d A O K or E N " w O fO L N � el m0 nU u t rn r�i U a N t - \J / Z NO > LL E)J a � a o Q � U Q 0 c� O w a Q EV LL O J LL JOB NO. DATE FBC Mill DRAWN BY MANUFACTURE SHEET NO. GAF - 2 REVISIONS NO DA1T DESCRIPTION d"JS Lne In Usergegarapur nq Topca $nenp 5urmar9e Srarsa Fans RtiNro-rc f6C 51x1r BUS Se<IVp l/rb Yar nub d a l f od na i 2 4!aada- z 1 a,Lz n, Tv N E rroNa^c v`l15 i P� .p ".n lad - dFw +de tx» ¢¢ e1..veK' Eby d Prodt0. 5 !! tes t sh t rail fiashmq �, } � aapro•/ beta qe t .-,. tha z` a.. pr.TC a aM;!e-'Fray mates ^¢ rPd t`r 1e t»;lo edge fM. g dJre W t¢rs ann FW, 5 4.[4 aaaz0— Florida Product Approval adpxv �.gr�e F,.,. mreals eai 1 tl yen ert�e rtr il[lts2-Ra Foa ya :c,:om eage ..I ,....:., gurea j:. ar Frgurefi 2Cemplank° Lap Siding AppkLazlon S— A. — For use inside HVHZ: ama,mea Cemplank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 15- F "Fa g F♦oeutt ManeacWrer )amm Nazd4 erdtlkp Prodrnts, [K. nl:k i $ b 54 I 'n l'• m 1 an pCti.' amdresz/ma4�Emag zraoa. At.nrms 0122.04. Consult the Cemplank product installation instructions on the arxt do nry ru e u e npSl rn 1 NtLar V4lo. U 92691 follow pages for all other installation requirements. :� . f vae v s .. sae^, e.�¢.,; _ e (909) NSpt 9-M2) M hl uy Sm'M .��- pnpA4nG.xMgYmeslwlie.mm ?': I aG}t.. Finaae repfi MhO.YN+ t ( J, u C s For use outside of kiVHZ, ... _-� , r . ' — adMnzeE Spr4hrre Ag—w ZIW F" are /�' t sir' N dnPNNrrp.zhu@)an451w14.mm Cemplank Lap Siding fastener types, fastening schedule, and installation + ,l. - s I'e t sr,nl sw' n z:re a. E C� N shall be in accordance with Engineering Evaluation Reports RID-2553-15 it �3- r t I d x t : ✓� e Tedrnical Re0♦derrb4w fengYNnq Zhu ". G NM e1en."'e as'a or RIO-2557-15. Consult the Cemplank product installation instructions on rfr da . I the k o r E Mdresyphone/Cmazl 109gt Eim Ave. rIG 2n aNt rand I•p g'4t• ith p Fontana, G 9233] the follow pages for all other installation requirements. .1 am r egeFaio F«s �iagr3eLuor oval a �mka,t d s.r�;er•. le.•9 a..o�' F'• (909) 3a9.292] phgshap dwppmesheR4.can aep;¢ to doe Y M 1 m,ing tloun.YR ro!>< JY from the sKrrnl z� QpdRY Asarm211epresMtalhc plrpsNeng 21u •• _ _-. R s C aaarewNrwNrEmaa togot Ewn Ave. Blind Nailing is the preferred method of installation for all F,a xal4eLmwmMaL aeeah«. mm�wwrtgn.;r,navas a4 rra„n>, rM .. a fanbro, G 9233) Y (eoe)3a9-in2) BLIND nk by siding products FACE NAILING •m exnew++v9 m s E wrnLt,erro.drv®Y•Nshara4-mm BLIND NAILING FACE NnNNG Nails -Wood Ranil[g Nails - Wood Framing C n' category And wdN • Mg nail 10.09-,1-k x 0 221-RD a Z ch, • r1h f, 111'shsk x G 26"J" HD x :' Icn91 SrreLa,e a S.- ' Iga r !,rag nor 1p i21"shank . r,.0]'t' HD x 12,5 Itngi - 6rdN nail i0 09" monk, 0.221HO r T 1.Nj m .� e A roans / e 11—E Nomad .ah W Rep mm a RegNleredA—a a Ev:ensed Fmrma SR, s SNBI Framing Se ews - Steel Framing e d • R,btj 71. A N 8 1 14rtrC 1 B.pn eaC . a 'tk a 58 'v^S W r. L. EvaWazbn Regal-NardLoPY'Reteive0 OralesslWlErgirrea x f bJ ND 5n^1,s pe rti+ate 7 n Bad <.a meal arrng. I [i HJ! Srre Fbrida Epineer a a,cnaecl wme •1rp de ebW the Ra4m i. 0".. E Nails & Steel Frans r g � Nails FTBFSteelmram rag w • Koreas, byurva.ea / halet ale t i0. nmm�rrr 10' shank xL`_S MD x' 1 - po EvaWat4n [4N nkHD � 4 - pen¢hs: ate 1,4' to a � Ir - FMktalxenae pE-Nt2t N is . „a. .a o OSS mihi-7116' QWW ♦ssurerce EmM IraMek Telling ServKes NA Inc. - Erl/Yxamotk Hersey OSB mimm- Vill" C 4 ai • i -±` ;1k r 0 22!' HD x 1.17 Maq;• Q "As9aance Contraet Eapi —Daze OIIOIr2N7 .,—e BY Jdn Sou1NNd, pf. ' R! � Vjary-i':I.i sf k -..') HC 5 U • -. vaimazidn o—u.-ha_m Re 1— 'R ,,. VJa er heeda¢qu r„1¢ I No ., 5 x�_3'S' ..ray Frwrew rasa ,! o c AraexN Ssarmxd Nm Teer(afe—da.) SaaWvd Yeas binaR ry ` ♦ Qp N As-C1186 rill ASTN E330 2(l02 P, '...i ♦ ;. a� C EWivakrrce d Pr9durl SbFrdirds - ` , • -'-: - • V N reNne 1 Br roroa tra a e.9Nssand Frgk4cr a a.chrled x - a (too e _ 1 Sedlona lion Fh Code �.. W r - 3 �7-eY i�i r•..,c, m.a:... Hya er.sidlid.txr n'¢Mhoq.r561IX Fddsy Bll.iI GGI, G':ld:!Is. C 2a�- ,:. .-..... E a, o U pC ; C U n� 2 O ID prsd•cl seprovd Nemm Fx[nee I oonon o o td m D ale wemR4e owvrzol5 y y 8 Dale vawlal¢d ea/W lS a w LL Dale Anding Fee Rppovai mro]/zots a) t m Dare Mproved [mlwzots coi F p s h L, r' NOTE P C, Oad h f t pl t R f Matlrey aanrlaar a llama: e•ae'bew t F-1, ..r.. .. .E t., Fl '1 3a1� C� m bv� A r Gi'd �' tLd sv9za Cemplank tap 5idino n--aemxnt lap vmk,e CEDAR BEADED CEDAR BEADED SMOOTH e Tr m ape surer rh m e . --"'- s hH . t, ¢c .) he sa Dn Bran J¢ d g 1 ,t aptN•••a for ae M YVNL yen :..i . R - _ aaMo•od (sr Yeo•Yiae MVM2: Yes t �xm. - a..A_�rSt' 3.na e 5; z 1 m D, d al. e x I_ ale 0121 �M IIr1Y. WI. Mleatloa l0.au11� rr' S.meh _ __ 1 0i i. p '+a Fa P ameL ¢ c 31aCC ce 2d fb'le : rM «r..:. J � 1a• llamas, WA 1221 Far use m INn2 mslali m accordance r♦Im raOA 15 og za z1 were G so l� Ixr 1...1 g• dz� Sei a. w P� / �'- D edlumm listen s staples rCli head nails. e:r Sit— h 0 W TTrrd p M rto d n u9 mn - m •..,.r br - _ t e 11c feP!h'^a H add 9 A, w: e f .,.. a xm'Crh a e. W' ^<1 aool. ll � ® F® ^ �,: Yes y Wx fl : LL _ Gelled M Inkpendent TMrd b•ai ,rc ' { L a t a xym of urMer Honor LL ¢sNn �e lx L�ra;c .- '� t Y� Fh.r�A 9 B yr Haas sr.mL t2 . C Z F P I k m DON lox le r ply x Pc N . N$ ^` a GBmpoa l )d V p l d I 8p U � (n -. ti. 'fir a:r1 •arse edG ;d da t imn,� W F— ,e r N uie d 2' 1 0 B .Ord Iy1 I it h e xl_s11 y �- 1d1 q .n � Q � r ..e y 6 :C T .x Bari rtii 5ie6n rrtnp 9 a ha rs 3 ¢tl, M r P 9 1 Y - fl snJ he T '9+Y3d n zt4 ; r., rag ¢• b , e ¢ 5d n3 > t +f"d _ O Q U. n O psaerE day S .. P¢' ) :.ad5 u9nS 1 E n KK cif . )9Y.Ih n '0a CI` G N he 'L ¢used v, r ti W'hP 3X q'1 .'t i aCh G; W mrw U Fah 6A :are a M. '.Does )r _ ,a f;:rry .n 'ha ^+'a .¢ v.,.p uJs,A�:�Mcrkr� foe b.:b. rxs..a - ah.r, T qes rM t ¢GOs_Mr lilt. 'AU xnH :.a.aa Iro.'oF ry6 purer. N r:. _, r„ a yr,a xG F.r�yr¢o 1, i. Trearalo'ne!:K la;n „o. wesu �"e faclay6 . _., drgl ern _xa•=,vxrao SMGS d Pw k1s 4 5&E 1,e—1 DOW eWan Binge Was _ _ O r - kl,rr a r U-ex...•r rz nC_v Cnr 0..Itt N ..+a w :A. .k a..e u - CensNrrnon Gmehucam J k% t Y 6 p 1 1 earn^ ends the ldpe♦»rg raGad rJ s, a.t .:.11a a ... a r Ic;.♦_ell aKvi..r � rr ,.e.t,nanaI bv! r.,,a-_ v„s g u tee If _- s,ry,.s „rce+ J J , swr .,.,,�, eya.ro...rx¢ �r L ..urea. sLa - starh 0 - •CnrJ,am In, C.1. ­11 a[au.at ms ady '. NL to �t: 2plxsdces ,It .one Basle -DCN 1 � s�Icb- UIrFAAC'rEAREA �FT.fv_ANK U � 1. t,.4 i 5.5 JOB NO. DATE y sna; .dy<sr,gele a 3. i' F8C2014 ., a:: DRAWN BY A. A ;e . raraasay:.,rs - c.eay-,rat age,s„tre,.o araLre-v lit. CuM lq ^,ewr re an.,h.-_.MANUFACTURErx•. .,s.,m esG'm51 Gmdcc ENHARDI -1 ern w•T tar M uH. w..w,a-, ..a uw sw.w s,•caHw sr.a a r.ua nmwwQ., nx sun ecrs v H.P tin xarrn wowatNn Trce u,er. w.•swn Awwarm, snow u4so�an �awHw, zal+ Aawa,Ni Canmews PmwN. Na•4,ua,w Adm,.wmme/Ema� wArfAN ry a Nemwna orne Pocnrer0.'rt O55>6 i406) 5534a39 EN 0 au. p..m�wH®EPwwlorn.rom A,awnze4 syru[ure mvarove Nea ra..lowwwNcwwpwaau<na.ram TecM•[M eeperTranve A44revArPhm/EmMI Foe un,e,rn apt eoy>� (66)305a95 53-9991 loe.aNdneol,PProarca.com wean me-, Rats,-mnarNe aaa Lwawe MMess/Rwr�e/Front Sl wuuNw,KOSa95 m , i663)2539993 Vtiw suxan<9ary pe.Mnrep•ppreNctz.ram PwM want samr= Connawwe Hewg4 Eyaannon nepwt lmm a Frwlaa RagMemO ArtM[ect o- a l[ense4 fbma woresPrnu Pro.- EvalHNwn Ryon � Na,w.opy aecnvM inorNa Enyneer or Arclrle¢t Home amo 4e+Plopeu me Eyauaorn a - Faaer[ 1. wnwuw, Ft. Puma sit«.. Asvnarce Fm:y urtal Testing. Irc. m<mcer 7 Q-r, Ass, ercc Cwwayt Eagragn Dart 1UJ47os6 -lowVNIOa M By Exerel,�H.�wriw,, PE O,eck114 - Nard:opY Wuive0 Ihr,.+ercee StaMwdam'Ma for SlanOani) Yaac H DM79 06a A9TN CJIO 1001 FAuvww�m d wa4uR Si -earls 4�nnM 6Y nonda pcavist hoRs9onal Erprew or Arw•[wE upe�yt aPP,nyH nerve Hemoa t DPwm o 4Eymrzms 4wlsams tare nwou'u Pb['. Aop,nvM 061IN10I5 Date ArProre4 pw IW201s ~I- ant Mummum -1 Aypr•eed Por rwa a NV NO , Awr-- euN1MNFNl: Yes w.rmM ay ao I a.morvso I, c-No a9r52 Pass flYdtunt, to GeNz4 I, imeI -Tit m yes Oil Seen - . - in9o✓Jions roc Des+gn Prtswrea lw4aalwr NePeN erexaa by ia4evemePr Tim Party � its ArIIIIIIIliti'r. Product Evaluation Report Date: 1- 7, 2015 Report N: 2241 Report Revision Na.. I Project N: 415-0229 Product Mfg.: Ka" Ltd, I Memorial Drive Rkhford, VT 05476 Product Des,,o ion: Kaycan Vinyl and Aluminum Soffit Produd Category: Panel Wells Product 5ub{aegary: Soffits S.. Compllame Method: Approval Ruk (i1G20-1.5(1)(d)-Produc1 Evaluation Report by a Ucenze0 Professional Engineer Prepared By: ( Robert J. Am ., P.E. Florida P.E. No. 49752 PTC ProdM Design Group, LLC, PO Bow 5207, 5, Longwood, FL 32752-0775 Florida C of A No. 25935 CERTIFICATE OF 1NDEPENDUX:k PTC Product Design Group. LLC and Robert J. Amoroso, P.E. do nor, have, w 011 acquire, any finanaalJnterest in the romparry mam+factunrg m disbibuting produa(s) covered by this Produa Evaivation Repo". PTC Product Design Group, LLC and Robert J. A nonsso. P E do rot have, nor.01-quire any finamalan e In am other entity InvciNed in the approval process or testing of the psod-() covered by this Product Evaluation Report. KC Arorlort Dnig n group, Lit P.O. fk•S1g77S- Longwood. Florida 3T151 Phaw:31349DVp F-fon 961789 FIFE CeniButbn of Authist adon Nor 2SKIS -r Now"' a "MFS"•, Digitally signed by Robert �.�`�s,aa, r. .42r-y.•• 1. Amoroso ' Mt. -Robert J. Amoroso, o, -PTC -cif _`.nice.. -- "c Product Design Group, email mbertilloptC- corpcorn,cdil5 Date: 2015.06.0709.556:37 ••-04'00' Evaluated by: Robert J. Amor-, P.E. Florida PE License No 49752 Pral-No. 415-0119 Roberti. AmNrnso, P.E. Prsdo tEWluanOn go_ FLNo49751 NA.MI, RAv.1 Pap. If • Ag testng at won 1.5 times the design pressure shon the installation drawings. R703 1.3 Load Resistasae • All ederior walk, wallc i gs and soffits shag be capable of resisting One design pressures in Table R301.212) Desgn pressure testing satisfies this requirement See section 1710.9.4. 11703.11 Vinyl Siding • RI03.11: Iabeledasconlomdsglo ASLM03679 • R703.11.1: InsWlatbn per marwfaaurefsinsta8alion insbuctlom. Ptt Product Desps Group, ILC I Pnoo Na. 415 Rob•rtA Ampup, I.E P.D. flaw SWM- Limpos Ad, Raffia VW v.'I-Galuaflon Report it No497'i2 Mono: 321i Ile fa: 31149 Im No. mi. I_1 Pagag a. FM CMRiolbn of Auth-bati-19935 Arop"' a SCOPE EvaNae Kaycen Vinyl/WC and Auminum Soffit for conformance to the Sth Edition (2014) Florida Building Code and Still Edition 12014) Florida Residential Code eaelufing the High Velocity Hurrinne Zane (HVHZ). CODE CONFORMANCE The 5tb Edition (2014) Florida Building Code (FBC) and Sth Edition (2014) Florda Residential Code (FRC) requirements speak to this pro tutt that have been met by testing (Referent. 2), engloeerirg evaluation Ithis docvmentl and engineering analysis (Reference 3) are the following. • 5th Edition (2014) Florida Building Code (FBC), Budding volume c 1609.1 Applications Afl taedorcorerings and soffits shag be capable of resisting the design pressures specified gotcamponenlsanddadduginaaordancewith Section1609.1.1.M-fd .redsoffits shall be labeled in accordance with Seaton 1710.9 of this code. , 1730.9 Soffit • 1710.9.1 Product Approval • Product approval required. Net free area inducted in product appr-I documents. • 1710.9.2 Labels • 1710.9.3 Label Information • 1710.9.4 Imtagatio, • Mamhaured soPoB shall be testedat 1.5 times the design pressure. The design pressures, as determined from ASCE 7, we permitted to be moitipl ed by 0.6. 0 1404.9 Vlml sidrg • Shag be certified and labeled as conforming W the requirements of ASTM C13679 n 1404.13 Manufactured who matenah and systMs shall be labeled in accordance with the proviso t of Section 1710.9. 0 1406.2 Combustible wall Cmn rings • Pbstks cgnplyirg with Chapter 26. ., 2g05.2 Nut¢ Venwa- Ewen. tise • Plastics complying wild Section 2605.4 2606.4 Spy tiaras • ASTMD1929.SeNdgnitlon Temps657E(M3'C) • Per Referense2.b and 2.0 thisis met. • ASTM D2843, Smoke Density < 75 Per Reference 2 b and 2 C NisN met. • ASTM 0635, C455 CC-1 or CC-2 • Per Reference 2 b aid 2.c this n met. • 511 Edition (2014) Florida Buildm Code (FBC), Residential Volume e: R301.9 AN erterior coverings and sof0ls Shag oe capable o/ resistisg the design pressures specfied got components arW doodling in a damoe with TAW R301.212) as nadfred by Table R301.113). Magsoffitsured soffits shag be tested at 15 times the design presure. • Design pressure testing satufles this requirement. See section 1710.9.4. FTC PgAts Design Group, LL[ Pre{ess No.4lie]39 Rabin 1.AmMuw, P.E P.O. Pit S-S-1anaiwmd, Roral37251 Product Evaluation Rayon MNPa91S1 Phprw: 92149D1788 Fm 3214961789 Flo. Mi. An".1 Pail ld6 iBaE.Ce"WN of AutfnoNalonMo. 25915 Aroo"Iff" A In accordance with the 5th Edumn (2014) PIC, Section 2605.2(1), Plastic Veneer - Ertolor Use shag comp"th Sidon 2606.4 w follows for Vinyl Soffit. In acmrdal-with the 5th Edition (2014) PIC, Section 1404.9, Vinyl Siding ant Soffit shall comply with the requirements of ASTM D3679 as Ing- In accordance with the Sin Edition (2014) PIC, Section R703.11, Vinyl Siding shall comply with the requbemems of ASTM 03679 as follows. Tensile testing was conducted for the aluminum soffit M accordance with ASTM ES m ascertain product minimum strength properties. Test xandaro C C I Acceptance Criteria TaWk Self- P/F N/A Test Vairlation Smoke iDensity 75 l Temp floe C•1or C-2 None - not corle required. T._--- Trost �t --_- Report' Report Product ATI 5983.01- j 1/3/1006 VimI5olRl Passed TezleO m'a% 53.8 927°F C-1 N/A I` 1o6- u -ATI -- S5982A3- 4/26/1005SOfRtlnlnnr 12 Z8 -"-- N/A N/A I N/A may N/A "'--- N/A N/A -'------ '"� Min Fty = 9$6 k5i Min Flu =21 lest PTC Product Damp, Grow, LLC I -jea ono. 4154119 i Rabin 1. Ar -P.E P.O. flow 52a7>S- Lpywood, Florida 37Z51 /solo" hiaNarknn R4port Ft Nor 49i2 Kane: 11149617Y ha: 31149D1789 No. 1141, Rnv.I I Pagi PIK UftW lon of ArahOdlalon ri 25935 REVISIONS N01 DATE I DESCRip-noN � o Q as bill as u ' � as w r'a 8 0 6 a a r s : .Y of GO C 0 •so i A �• VVV e of of L 3 0 ` o T O. E u q oY LL � q q NL T3 t H - `` O q q ' � a :rw Fit m m to 12 dU� L '5 LL Oyy O LL Q a �Q Q Z Q a ~ QQQ 0 Y LL x Z 0- �a o cei O U LL JOB NO. DATE FRC 2014 DRAWN BY MANUFACTURE SHEET NO. K-1 Deep Pressure Ratings reported M Reference l.a are based on Structural Test Pressure determined by testing (References Z.a and 2.b) to ASTM E330-02 in a manner simulating sofm Installation shown in Reference I.a twirled by 1S in accordance with Sth Edition (2014) FBC, Section 1710.9.4 and 5Nt Edition 12014) FRC, Section R301.9. DESCRIPTION AND INSTALLATION REQUIREMENTS OF THE PRODUCT See Reference l.a for description of soffits covered by his product approval tlocument. See Reference l.a for installation requirements. LIMITATIONS AND CONDITIONS OF USE This product evaluation contains or makes reference to spedfca ons. technical ddatb and installation details and/or methods that pertain to the proper use and/or inttaRation of Our product spedfad hereo. Specific limitations and cnndRions of its use including but not hinted to the following are contained in Reference 1 and are the subject of Product Approval in accordance With the State of Flonidd Product Approval Rule 61G20.3. • • installatonrestrictiom. Desgn Pressure Rating (psi) InstalWtbn substrate requirements. . Produrtdescriptwn. • Imta"ation a ^hot re tiikemems. • Product components. QUALITY ASSURANCE This product is manufactured under a quality assurance Program audited by approved Quality Assurance Entity ArdWecNM Testing, Inc IATII) as required in Rule 61G20­3.OD5(3). See FOC Organization No. QUA18U for approval under Rule 61G20-3. APPLICATIONS/INSTALLATIONS OUTSIDE THE LIMITATIONS AND CONDITIONS OF USE Rule 6IG20-3.ODSI 19e1 states' tatkurel engh,eenrg analysis cannot be used M this of a standard test required by the Code for approval of Products within the scope of the standard, —tit that project specific approval by the local authorities having junist idiom in accordance with alternate methods and materials audhorixed in the Code." My modification to this product as evaluated in this report and approved by the Fiorillo Building Commission is outside the scope of the Valuation and will be the responsibility, of others. As ailowed in Rule 61G20-3 005(l Me), a project specific approval by the oral authorities having jumdalwn may be used given an appropriate rational analyse is conducted and deemed acceptable W the local authordies having jurisdiction. M Product design Grasp, UC ho}est No. os-o 9 bear'1. Mtw""E. P.O. Bur SId775- loryWrt odd, A.M. a7252 Product EmWon Report RAo49]s2 phone: 32a 171118 Fer: T21$9D1799 Nw 2241, Ran'. 1 Pagi Net, 4Mkaton of Aupwn6alkm Fro. a59aS APPROVED VINYL AND ALUMINUM SOFFIT AND TRIM SCHEDULE a Rayon Vinyl a i Ys a i Ysr,3 g } g ; 9i J.Y's r •k 4e� L f SoNfit and Trim Product Kaymn DraWng No. Panell Length (in) Thickness(in) Net Free Area ( . in./IIMaI k. Net Free Area . in./ . ft. 11"Triple 45olid Soffit (Vinyl) VSAAF-0071UA 144 0.040 n/a n/a 12' Triple OVented Soffit (Vinyl) VSAAF-0801U) 144 0.040 655 6.55 12"Triple 4Center-Vent Soffit (Vinyl) VSAAf-0831UD 144 0.040 2.18 2.18 12- Triple 4Center-0.Vent Soffit (Vinyl) VSAAf-0801U8 144 0.040 1.37 1.37 Krynar+auninum Soffit and Trim Product K4yTan pawing Na Panel length (in) ThicMeulin( Net Free Area in./Ifnrealft.j NMfree Area (sq. in./Sq. ft.) SP-60016"Solid Soffit (Aluminum( 606 144 0.035 n(a n/a SP-60016"vented Soffit (aluminum) 605 144 0.015 7.70 6.17 12"3Panel Solid Soffit (Aluminum) 9518 147 0.015 n/a n/a 17'3Panel Vented Soffit(Atummum) 9517 144 0.015 6.57 6.57 F-Channel/Trim (Alurmnum) ACAAN-18000A n/a 0.022 nJa N. d" Fascia Trim (Aluminum) aCAAP-18(lOUA n/a 0.022 �S— REFERENCES &SUPPORTING DOCUMENTS 11 ImtaRalon instructions a) PTC Product Design Group LLC, Droving W. KAY0007, Rev. A paled 6/7/IS, by Robert 1. Amauso, P.E. Kayran LTd. Ynyl/PVC and Aluminum brit -Solid and Vented. Mztatlation Anchorage Details. b) IndusiryStandards i) Veryf Soling lmtitule'sVinyl Siding installation Manual,pMMnlIH 2O11. 2) Test Repots a) [enestfatiq, Testing Laboratory, W. Testing Regal No. ]36], dated 6/1/13 incWtlirg associated laboratory stamped drawings for KaYcan Vmyl Soffit testing to ASTM E330-02. bl Ferestration Testing laboratory, Inc Testing Repot W. 7329, dated6/21/13 including associated labor -story stamped drawings for Kaycan Aluminum Soffit testing to A51M E330-02. cl Arthltnn2wal'Testing Inc. Test Report No. AT 55983.01-106-18, dated 1/3(26p6 for Kaycan Virryl Soffit and Siding, rruteriae tesBrgto: t) ASTM p3679fi1c, Standard Specification for gigid POIy (VirA) pllMide) IPYcI Siding G) ASTM G155-0Oael, Standard Practice for Operatkg %erhon Arc light Apparatus, for Eapawre of Non - MOW Materiab ill) ASTM 1>638-03. Standard Test Method for Tensile Prolhenies of Plastics ivl ASTM D2843 99, Standard Test Method for Density of Smoke from the Burning or Decomposition of Plastics vl ASTM D1929-96I2000kD I, Stallard Test Method for Determining Ignition Temperature of Plastics w) ASTM D635-98, Standard Test Method for Bale of Bunting ant/m Extent and Time of Burning of Plastics M a Ibtiomal Position d) ArcWtectural Testing Inc. Test Report No. All 55992.03-122-I8, dated 4/26/2005 for Kayon Aluminum bffit, materials testing to: i) ASTM E841, Standard Test Methods roc Temion Testing of Metapk Materials 3) Engineering Reports a) PTC Product Design Group llC, Report ND. 2240, Engineering analysis lion kanan MrryVPVC aed AWmimnm Soffit, dated 7(A 1J13, by Robert I. Amoroso. Fl E. b) PTC heduci Design Group LIC, Report ND.2241-EER, Rev. 1, Engineering evaluation repel for Sth Edition 120141 Ff1C Testing Stallard Eghiwaiency, for xayran Vinyl/PVC and Aluminum Soffit, d.+ted b; TJl S, A Robert 1. A1011,1, P.f. 41 SO, Edition (2016) Florida Budding Code - Building and Residential Volwnes PlC hotlup Desb+Grou0. LLC Prolen ft. 41S4t19 RoeMlAnnnrw P.E P,D, Boa Storrs - Longwood, fbWa 37252 Product EraWatidn Retrwt fLtb 49752 PTh41w: 321E%17Y Far: 321e9?1]q W. 2241. Ravi PeaeGd6 FBPF Ce1WkNi4n of Authorlratbn No.25935 ___ _ _ rreoe•e. _ __ a+d.e�m Mn.0.li pa. Nail nitM1 Y6 Hnad Da. SYO' � Mer. sPed� `30 wow ib«:131 Me. 1•leg tengMri/4"WN,M1 i Jld" y-.�psnder- ia` - ee„eercuw,e•;Y Mr Der damere� ran dr rwi«nw Na, iArhrwr _ fm6e�^ MYMa ^— 3/C leFle,aMr3/a'WctM1 t50C�own 1�. totaled in Each wPod Ford• inb,her 'mbadment Mw.sLw�__ Sd 1Yd'Wia,Dm2'Pa. trim HallSu�nless IYC '�, I .,86��3b25 � —16b _+� w � _raJ—mil 1i v�^V U^—� Dt7ALL A 12" TRIPLE 4 SOLID SOFFIT -- VINYL KAYCAN LTD_ VINYL,/PVC AND ALUMINUM SOFFIT -SOLID AND VENTED � INSTALLATION ANCHORAGEIDETAtIS i :a q ek , vo.em,m,xr r.•wa•rrrnv:wrx cox �waw o ,,�•wwrw tar".aermmeaasr"i.cxu.M.eTM[wa�warwsw.m"cwrnaaew.wm"r- � � "b ..a..,a..,,..e, ,.,. «�mx,,,,»m�,m w.m,:�.�,«a.«•.m«x tg S ., .w swu...".n w•.w"nwes••m.+mw evawww. OY a;�a44 411P. DETA--------- IL TABLE OF CONTENT SUEET -_ DESfMPIiDH ties RurEwS�,rU SPETe'Gt _ aPVRwTD exit. eru u somr aeo rR4n xnmlAc wSTNNnen� Em eEDIAE iw0 SOfrt' W+Or4L5 ,, 10 1� S��PRDnLEs tt _ — SDRn •Wllrp EtKK, 13 --- SpF siA9E OE,wI rases oE,vA �_ FAVE/Fnsr sGE oN4 DESIGN PRESSURE (PSF) RATING Vlllyl fPyC1E0:FiT BERIEa FAVE WIDTH DnI pBIGa1 PREBSURE IPgF) 1• met£ , vEHlEp SmTrt to _— ♦t05.]/-3J.3 I`h tRelE 1, .9JJ1-J3.3 2' LNnE , rFr,nER-O-v(M SDfrit ` iRP:E s r�9EM SOmr 1D0" DDUPIE s 504C 5�� t0 4' avun sow wmtT eFApEp vEHrtD_Spmr __+ �o ro 3, aeJ/ . .]/-na __.. 1 _ ALIAMgM 80FNf SEAKB FJ1Ve � 1y101H IRq tlE81d1 PRBBSlR1E SP-4DD +4" $DIID SOrrrt _ _IP8F1 9].3/-,D —_ ; 2, > so-4DD ,a• YEmLD 9Drrn � t3 .tC6.1/-,6., 27' J rwa1 shD SO�Ir � PawR vdntp SOFitr RSGx PaES5w5 PalwDs $Ilaa �aW1. az CDeWw1ED To lOWmD (45E0 d1 Vw] are. AwD SM£r6 na.s o PRESSIRE a5 OFnEheRFD nhpR rSrE � t0 LASED grin vial MS1C np10 SPFfDs /M •fawirED m at WAIeuED9 aDm �RnN I(2D�, 3rnc vain(0 t'�+aCO�SEcnpx PRESSIdIE9PAnMcs 1519— 3Fi Jn .,96—r -2b2S 3.6b 3Id ��V�' U V� 'All A 12" TRIPLE 4 CENTER —VENT SOFFlT — VINYL __ T 4s sae+ au A 12" TRIPLE 4 VENTED SOFFIT - VINYL REVISIONS NO DATE DESCRIPTION n 4i e e w � QNq V — h8 "r 0,gt $ 4 C aT fi O O [ C r. ,` ill O Or O �y C L 9 � 6 eat m O. E O L T O @ m LL C m c m t N w @T¢ W v dried Sao � uw u 'rt 2"m sAtU 4s UOr c its t_s r- 3 m J H LL O O H a Zo a U y L) Q a 0 1.0 (D O ILL J LL JOB NO. DATE FBC 2014 DRAWN BY MANUFACTURE SHEET NO. K-2 133ro 315 3J3 � tBfi 3625— J 3 e �a/�u V �ur•�u'-'� DtTAII A 12" TRIPLE 4 CENTER-O-VENT SOFFIT - VINYL ----------------------------------- sn 3n —1 �5 ,z- DETAIL A 12" TRIPLE 4 FULL-O-VENT SOFFIT - VINYL ax ax A .3 5 DETAIL F ay J5 6es z �J NAIL H ®-r-- DETA:L 5 E-j SECT. E-E -zJnm zw,- 8" BEADED VENTED SOFFIT - VINYL us_-- �LN t2A2 eA 1�--mot I%— { J � w�Ft tas-� LS,J 10" DOUBLE 5 SOLID SOFFIT - VINYL --Ins--- > am are use t9 JS u -J 444u%p�:- t-,3-j 10" DOUBLE 5 VENTED SOFFIT - VINYL I i da la ____ t Tq SP-600 16" X ;e SOFFIT - ALUMINUM;NU M 3' c ° ° c ( T Sp--600 16" VENTED 1 _ 1 SOFFIT - ALUMINUM o c� DETAIL E I 8" BEADED SOLID SOFFIT - VINYL i �---yy 12" 3 PANEL SOLID i oieo SOFFIT - ALUMINUM I T 12" 3 PANEL VENTED ---✓ .1.. SOFFIT - ALUMINUM JOB NO. DATE FRC 2014 DRAWN BY MANUFACTURE SHEET NO. K-3 7 -022 1 L438 SOFFIT F—CHANNEL/TRIM 's ALUMINUM I Iz 4" FASCIA SMOOTH ALUMINUM .IB -.515— 18 I 2 -625.1 O 75 75 RI �I 00? R0.156 7e5- n —1.5 SOFFIT F-CHANNEL/TRIM VINYL. MK - HEAD DIA. NAIL WITH 1-I/C EMBEDMENT 24- ON CENTER FOR WOOD SUBTRATE OR MWON CENTER NAIL OR TESTUBNAIL WI1Fi 5B'ENGAGEMENT / 24"ON CENTER FOR CONCRETEMASONRV � ck SOFFIT pRyS 0.08- (VINYL) OR i 0.125' (ALUMINUM) THERMAL EXPANSION j GAP I WALL SIDE - NAIL DETAIL WOOD OR MASONRYrCONCRETE SUBSTRATE I n�, � t . zx YA500 FARMING WITH __ "IT MIN. %YWOOD OSS SHEATHING CNu OR CONCRETEMASONRY SUBSTRATE R -ROOF TRUSS ' -- SOFFIT —DRIP EDGE FASCIA BOARD p� FASCIA TRIM FASCIA -SIDE DETAIL �g WALL -SIDE DETAIL 2X WOOD FRAMING WITH 7/16' MIN. PLYWOOD/OSB SHEATHING OR CONCRETE/MASONRY SUBSTRATE ROOF/ WALL INTERFACE DETAIL WOOD OR MASONRY/CONCRETE SUSBTRATE SOFFIT FASCIA BOARD FASCIA TRIM 3/8" LEG LENGTH X 318" WIDTH T50 CROWN STAPLE LOCATED IN EACH SOFFIT PANEL VALLEY 1-314" LONG X 0.072" DIA. TRIM NAIL STAINLESS STEEL 48" ON CENTER EAVE/FASCIA SIDE DETAIL WOOD OR MASONRYCONCRETE WSBTRATE THREE (3) MIN. 3W LEG LENGTH X 1/! WIDTH CROWN STAPLES M A TRIANGULAR PATTERN 24' ON CENTER FOR WOOD SUBTRATE. SEE PATTERN DEFINITION BELOW. 0..08" (VINYL) OR 0.125" (ALUMINUM) THERMAL EXPANSION GAP 3/8" MAX. BETWEEN STAPLES I i 3/8" BETWEEN STAPLES WALL SIDE - STAPLE DETAIL WOOD SUBSTRATE OOD FRAMWG WITH MiNIMUM:PLYWOOD/OS8 SHEATHING REVISIONS NO DA-I! DESCRIPTION 4 e e u i I N G O a p0 a a m t s c p E S i n o �12 i � � 9 FO. a U Y2 o T LL F m `C L H o d 0 O N ' � W P_ N M O N E m O O V YYYy W O N 2�� o.- m p QU �Oo FL- 3 m J H LL LL a oQ ¢ _ In Q U }u) �¢ n Ix uZ a _a ¢ C7 0 J LL O J LL JOB NO. DATE F13C 2014 DRAWN BY MANUFACTURE SHEET NO. K - 4 +'pMr1l'Y`v • ac— Tag m — a ,ins an rW. rwitt swm snrawvv w+: a Ewm wN,rwAaa rho. sewn ens see Nav shoe warm • Fl r FL141S R16 AM— Type Pevdwn Cade Verson 2M4 APPlkation status W— ww 'rl W Dess. Approvals or —R —11 se reVieReE aM rwifiN eT the POe aM/w He Com,nissionid rctessarY. Arthwed Prpdutt ManWatturer PGi InMWrlea M1Ereiv/Plgric/Emae issi TeAnalopy Dme top't .zmte omadAwwi�d sgrmAe TaMnxal RSpresmlMive poossA,RyAn°"•r'aapgm,amks.mm ]ens Pnsowsxi Addy W—he/FinaM 1070 Ted"Wn, Drive Nolorw1, 1131— (941)496D100 Ext 21140 kpspwsl,awN,wt W.+es.tom AWAY Azs,aaice 0.epres¢,xanve AddresT/PhorWEmail cagywy wiwws Subcahagry S,yk Hung cchtps Re Meliwd C star stork w Lh-,, tie. ratan AW— xertiw» eenakauwr:, Inc. ValMaled et' Skven M. Unsn, P! Vaadatbn C—.. - Nam[opy —who Refe—. Standam and Yrvr(M Sertlard) gMWd year, AAwvwowvw IDuxszrAH4a zoxl MrM/WOMNCSA 19VI5?/M40 2Uo5 MMA/'wOI l01/I.i7JNAF5 Ines, 2. ASTM E1RP6 2005 20td 0.5TM [1996 ASTM E281 uTn F,3o 2004 zoox Epwaimta of hodr' SpiidaNs leiafkd et' hgduct Approval i—o NeMd 1 Opbon A EY p K• •'"'FY T' impact Performance onr "°" FRM 8143 a — 1 " 1 —NF Certification Authorization Report Rewmedlsy PROBI-03 CAR 8 Product ID Number: 190 - 231 Issue Date. 2f19/2009 Revision Date: 4172014 Expiration Date: 6272016 Company Code: 190 This Certification Authoncalim Repot (CAR) is issued by Keystone Comfications. Inc. (KCI) after fufi vaNuRion review of the product quak!"hon documents for the product named below. This report is only, vasd when signed by an officer of KCI. and indcates the pmLcf as manufactured by the txxnpeny ry med below Tars been tested and means the requirements of the referenced standard and is eligible for the application of Keysio a Certification Program cerfR anon labels. Licensee stipulates b affixing certification labels to p oducla, Slat those produces are mpresenMCve of the specimen evaluated and documented for certification authontatiun. Only products bearing such a cenifkation label shah be cursidened mnified. The information m dus report can be verified at www.keystonecart5 corn. Licensee Informabon: Product Information: PGT Industries Model: SH-500 PVC Impact Single Hung 1070 Technology Dr. PO Box 1529 Operator Type: H Nokomis FL 34274 Confg: EMIAB. GS-5/16• Lami IG Max Width: 52 Max Height: 75 Corresponding StnxcturM CARS: 19D377 0 Referenced Standard: Product Rating: ASTM E18861EI996-05 Missile Level D. Wind Zone 3, OP•W-70, 52.75 - Quali ying Test Information: Test Report No: Teat Report Expiration FTL-5711/5725 8127/2016 Authorized Signature: a9'talY slN'M by Steven M. thkh Keysiorte Certtficatiorts, Inc. K"s Certifications, off:—S--M. urkh—Ke,nae 564 Did Yak Road, Suite 5 cenatB1On sn,'O6 Etters. Pennsyfvarda 17319 ,-UUS s�wrknePlernomvenspan, Phone: 717-932-8500 wte: zouo4.og 0913:4B a4'w Fax: 717-932-8501 14354 SN - 500 wnMuard wrryi abple Nona W Vdow Les e'sse sae ewtinraeorr Apvey ewuar es laser— Reabtnrp Yes es/27/2016 warn Preeawa: We wassehissIAabuQiens e0sen Neesesecef,e IncsYWbnfmtru s—ra Oe41ynmeawm. .:.-' tine sntl antMrape infamalori. Vm1kd By A 1­ M0., PF 5e705 f/!Mro by Indentions Th. Party: No evaruWae l ershe C M lndependt+x third Party: Ng N Structural Performance FRM Bt-02 6 1 EY pST K-•__-•— E Certification Authorization Report Regwm er. PROB1-03 CAR 8 Product ID Number: 190 - 477.0 Issuedlate: 2/19/2009 Revision Date: 4/7/2014 Expiration Date: 6127/2016 Company Code: 190 Tins Certification Aul6wimam xieport (CAR) is clued by Keystone Certifications, Inc. (KCI) after lull validation review of the product qualification documents for Use product named below. This report a only valid when signed by an officer of KCI, and indicates the product as manufactured by the company named below has been tested and Rests the requirements of the referenced standard and is IV be for the applbelion of Keystone Certification Program ceartllmaton labels. Lwenese stipulates m affo'ing cerufcab n labels W products. tZI the. products are represenWrive of the specimen evaluated and docurnenMd for certification auNwizabon. Only products bea ing won a certificatim Isbef shah be considered cerMied. The information n this reportoanbe v9i0ad et www.keyataMCerts.pem. Licensee Information: Product Information: PGT Industries Model: SH-500 PVC Impact Single Hung 1070 Technology Dr. PO Box 1529 Operator Type: H Nokomis FL 34274 Config: EWAD, GS-5/16• Lami IG Max Width: 52 Max Height: 75 Referomed Standard: I Product Rating: AAMANVDMA/CSA tO1/IS2/A440-05 H-LC60 1322x1907 (5205), Neg DP-70 Qualifying Test information: TOM Report No: FTL-5711/5725 Test Report Expiration:1. 8/27/2016 Authorized Signature: Digitally signed by Steven M. Urkh DH: cndkven M. Urch D� �) � o=Y.eystone Cengkatbns.lnt-,w, v� h. atnyl-surrcbpldystenecMs.cam. «s 0ate:2014.04.090430:11 -0I OQ Keystone Certifications, Inc. 564 Old York Road, Suite 5 Etters, Pennsylvania 17319 Phone: 717-M-8500 Fax: 717-932-8501 linTTer Tachml16W N. Venxe. FL 3427s TM 941 dg0I100 pµinduseries Tarn Product Evaluation Report Data: I.- 9, 2DI5 Product Description: Single Hurt', Series see Fbrlda Product Approtai k 3435 MMuhmmr. POT hidustries 1070 Temoolm D, wa,th Venke, R 3427S 4%1) 486A100 Statement of compliance: The WWo,, lined ei this evauatbn report, meals the requirements of the Fwlda hods' Approval Rule. 6IG20.3. This Prods Product meteor with the roqui,—,- of the Sth Edition of the Fiend. Biding crde, 2014. TotimiW Doeumenfatlan: Elevation, anchorageMnallation Itseen8sard Test ReporW Drassel 283251101 Tau Pasargsk fll-S711 FTL S725 Installed— Uhm tO be Imtafted as per the.—ched imtanalion drawees. Limits of use: 1. Maatmum De-Un Pmsswn and saes to be as listed in the test report, uness anached documentatap shows lower DP's or smaller sizes. 2. This W4d—is Impact Resistant and does rut require shutters in wNdOome debris regions. 3. This Produd b not for use in the High Velocity Hurricane Zone OA41 ). CMIIWIbn of Urdependame: A. Lynn Miller, P,E. is employed by PGT Industnes, and therefore has a financial interest in the me, pee, o, am —Perw hit—fartonhll or diuhi Ling hoducts for wishm ton re o t isbefit' owed, b t does not, Her will Zone a financial interest in any ocher enact' imrolved e, tie approval Process Of this emdutt. 0. Lynn MSIw, P.E. P.E. a 58705 FL CM. of Nrth. 929M REVISIONS NO DATE DESCRIPTION o C L � w — •� mp e E •• ceE W C T E p�E O m O O" to erg to r .e to m�a q W � O N � � O v Or W 2 e — 2 $ s mU L H � m J jj Z 7 0 Wz Q U U za D �- 0 n- z a �W o�0 _ �Z_ W (n Q lL J LL JOB NO. DATE FBC 2014 DRAWN BY MANUFACTURE SHEET NO. PGT-1 wn„i"rn�aMOE �nms� ".x�ocs`w"aEssu�smrEr ,woo eurxs mxtw.s �x w,F toss,wn �-ts T.+« ,x w000 nc o`�n.��vr'r.°x�801w _ ,r..c..a.�Mf„uoa.mosas sw.t ssoaf. n. TOM-e i.B1ETE oaE W,"'dsi �fxol.:FvtFAp M.'IKa r Wanral E Exat Fspsx ntattq �iuMavnv.R iMf MinntAn Ea RIIVFx, YFn4rxw9 KUMiNN wi �OARF�nutllNGaDOE �t'w W,Ep4.5KYECiIEO Ft,W s,�wmfsfn.ANr vFa.F nF�o, �pwEEH wnsrw,lF u+o f a or. Fs�i"�uiw�`. swu. eF Date e: ot�iarss`an wu Aa,M uo. uinacant�Fswn"r�rvf"� �mu�n.n�na�iwr«F. c�raunrrow�woao �wsausx��o.f's �mrNE r�in,�s uw.rs Ar.cwnLand.sF:"cwc .sAcrsFFc ADD t ANCNpN _ s2-,r£ wa. BUCK -. G MID59AN - cOR W W a 3T � 52.11E' MA,v. dKA( 41IB' _ _ 6 M0.•L _ _ 41i8'MAX. MAF. r r � 1 11t12 4tro' iT aDCK 1 t 1 'j n' uAx. n1Az. eDcx 1 + tiwln,E E fa,u LEc f,w,F rmFw,.uE �� *.nunx rtANCF xea� s fwwxx<aos nf,s Nc M n> mr wem�soa—�r,Y� n�c GLASS NpMMNL 1.8'ANNEKED 1,E'frmx caww i' tx h'r-v"rv.-ror ._...___ __—. _. .__ PVS mrEgIATER ,- AIF:SGACE w.rnme"v.,a a.ma.. ••rna,.,.waa.—,.uu t,S'AMIEALED 1/B'ANNEAlEO GLASS - - L '.11 DD'N „1N i�11 � l•115 — ' SCK.d+E M SINGLE HUNG-RJSTALLATKKJ L _ . M FNeECMF f. outNi 1 - Ex,ePIMr F --- nnns,nwre Ku;w.i oe Af.x 1 .. r susstnAre tu,ssraam 1.. � fMFEaE< E fa 1 T.t 14 fxlEfefrt nue_ fLAnoE F�wuf. io-recn. ra sLssrwrci t rlen r EDGE sa1A; dsrnelcE 1 F re.uA 1 ovrwNsi EDGE RANGE dSTANCE oFnowa FlAr1GE Fxrtngn I M,Ff fLANGE AAbtrt"tE Fxtfngrt . FNwGE ffwrt. 'c�Lx:os�m,�rwrEi 4'6-1-,-F"' REVISIONS NO DAIE DFSCRIPI"ION ;€ ` N Fy c e o_ e E a0 I a u 6 ✓� Vi 9 E c4 m o T? � all m�� m dt� d ; m w�a ix N N E� dos T W a £ i5 " o � of b uaU L � C J } U) U)O LU Z Q � U H- z a D 0� p az �z 4 IX X vJ ca Z 0 J U) LL _1 LL. 1013 NO. DAl"E FBC 2014 DRAWN BY LONUFACTURE SHEET NO- PGT -2 :,9ni;w f nPrwcarn„ lure. IwE.aoaae lo,a Anuaranon vays Mo,mnn -ts axlrewwwavD,we t to haaana n„rera w non, On alSrJ (4191 }4BLlAe n.x.arwadwra,weaa�.co,n ANMr,zed SNnanvc 6,M�rxy[q,sWxrs_cmn �a,ta, aem+aaxl,A asvrn,w,ertma4 c--m—ueme=ema<ne Am,awvl.,aereaw f n,xwve tar+nod aaatbn aeport scan a fbdda Hegxtweq A.cnrcM ors t�emud Eb,N'a natrct Mnr,e vM:lev¢ay,en tM Lvneon t. 5cn,mM, n.L. aa, ateon E.a X09 tnaxYtAa�va,wr•Eaay e1v�a,W aye a4wrtu,e Q„a51Y Avwa efamxr Exprtanon f>»e rit/ll/3010 � VArclated BY 1. arN. o,E. 0.A,rcmced AarWrd as near (a Sta,Mrd) gmyey t}M5 201 uric/AAwyxwwnA nl/L5.}/Aaao nSiM [rp06 }do] Nat: AStx E31l 200} TAs }m, wl, m, r•ri4 Ikoeuct Mwwal xemeA xaa.1 t not. u p[!13/1015 06 tk h �VMJMM ,WlO15 BC Apmww e>/0'ir}BIS Bav App— 09JIN10,5 THERMA M" THERMAngTRU DOORS 1 n >Mxd mfvreic 5 4.0 53 a •sxrx..r3. a rnaar,y. n� xe,r, xyme. w raartr. taucrgNw 1 ., .'rrcc2tasvl, 5mpom9ar•, 6'0'Bpaa CaazN Ylewylass 5mek Boor - YOn.— w ,aasu.Cmt'or >Cla%rcGaR W,xt' pyzwgci:apr,ronur, •owev.n iq. x.. m xaEM: AFevavad lei xn oMaMx 1011— anz ver4N ev' tvaouc E. Sm,nW[, a.E. a3adn zxw.n tr�.law:.� ereacv w valx...,e,n n,a,l �rrr. ve. t r�rap ama.ww .se m�umo�.,s a:W �alm,o, ��� rf•owta n- IFwrE4tvCbssc aM 9nmin5mr dao,z, ma Pmdrn. frexe4 br B,oeper,eer,t TMnl ,anv' m waM zlv ,nmmz a x wn,cn saw uam ttaxml w cwntM .I vv PrWudl GMgory Bub Calogory Maxtfacbmr PI.,k tNamo Tlwrma hB Corywalbn '$modit star: 'FIWr CWssi Eterbr 6wm1WrB E%lerbr Dow 113 Dave 'CraScic Crary' Craft Rus1k: Deo.a Aseamblfes non, Olal Eaycnon, 011435/T Ghae —iiama Dow Pt,orN 419190.1T40 1FOavlV•bs bw ' I "Im Scope: I.* is a Prato t Evaluahoa report issued try R W &aldam CMSIlfaMS, Inc. anO I yN, F. SchmnL P.E. b, Therms T n, Ca,pwalWn basal On RWe GhalNer;6Vp. 61ii20-3. McObrl 10 M the State M fbnda Plodur.( A,,aa-, Depaa—,t M R.iness & PrMesslrnal Regulabon. RW Bui,a g Cama fta is and Lyndon F. SchmiOt P. E. do act have nor wA acqure f rcial urterest In the company mar,utxlurug w dielra-aq the pralucl or b a,Y otlux enUry invdlved in ft aI p,-M process of fhe product named harem. t.iatvatana: I. Thia pn duc, has bee^ evaluated and a in compliance wilt, dm 5th Ed— (2014) F-da 6u,Wing Corte (FBC) sh„c:urM rnwvemcmis exCudma ft 11ah Velocihl Hunfcane ZBne'(HVMZ). 2 P,,00,l ami,o, shah tm ..:i W;xW spacad as snows on Je 45 Anclwr embechne., In base material ;null Be beye-d w h dressing I — a. When used In anaas regcxug amid bane deb s Maa%lla', ttis product comities will, Section 1609.1 2 of Ore FBC and da•.5 clot mm,ne an impact resistant mvemg. Tlps product meals miswle *, M>D' and iuludee Wild Zorm 4 as latmed W ASTM Elg anal Secoca 1$U)1.2 2 of d1e FBC 4. For 2k Stud f—m, cnosVucfiat, anchwirg of these uMs 51mall La: the Same 35 Ilul shown to, 2x buic masonry—Ir"cb. 5. Sao conditbns that laame am the Oalais of d—um FL-7640.1 report, fuMec erginac, g analysis dy a Ycenuvl engineer or reglsiered arcl•ilect 6 See drawing FL-T6u31 for— aM design mossufe imfatmns. S.M...g (bcumenea: 1. Test RRn W. Test Sbndard T....g Labont� S_yned by TEL 05 nT1S 1 ANSVAAFU>/i1cThND:, tOSil S.'I.,44005 Teslir:g E•"o':on I.aG " A`—`". I o", ' A. 1. Et 586-0J lgl. W TF.L 01,66214 ASTM E33"2 Tooinn;F-1 ulin,r Lab..In. V K bV:icatl ASTM E1606. 0211900.02. "J. Miatr=Darle_WA !u- is Testlm 14-0423. I6 Sa:kxlrlerleyer (Eashrvn Cta;.-.kal Con,pa,-y) 3 D .*- No. Pr reOsy Siwmu & sealed by Nc. FL-Ttt40.' RW Bcciidi,g CBnsWt3nL, 1- (CA F '„rJunWt. '.E n. Cak Whorls Prppar¢e r e Sig. -d & sa.wO by Ancl—mi, R!^J 9ui'rcL' g(;orv,;, m-N. Inc.(CA3) LyncbnF ScnmWl. k 5 (Liraldy 115sormtce ( to of Fl.— 1 uEvl y loi -1 A-,,d l 0 - d Wag nsliMe • 3 hat i r o . ^ fi r (arpomUn„ 5 uuch,r..g Prwf, .1 wclr•m a quality a55 raze p tw t avnpN.- v, I' I:rWdF f: V 0^G antl .:. at Nort U h% L Fnaoc C g= t 4gEMOR 1 0 9 L z „d z l q,at�5a — , K B > a.r4.t d�q BowxS d e 7y �tlaAew.le_zA Q Ids E. .aB,E�wwta,w,,.aaan,aaa,,av - -/p/_. 1M41,, wrw.Mn. ev4m hma.a F!.xaul -..N. , „ N ir: i [ nrrTr ^1 '7 `.. v ��spsLrsr�3+ Jleai.fBa.Me �l"Isasas � WC4YgSY 1 )vl�ame - ,. z vzentu czo}sg�npx REVISIONS NO DATE IDESCRIMON C E n o C � Aan 2 e eo EE u ro o4 •Q IY C w `ou T E n N y� - Q p p .Y 0 ` W o_ Jj b � u c$ L � ym O c H 3 m `� O �o O O It- of Q < 0 U Ww =X W � �Q a Boa 0 co- LL O J I.L JOB NO. DATE FDC 2014 DRAWN BY MANUFACTURE SFtEET NO. TT —1 (1 GI) =fir: IXiEMOP � � l ¢ �� x as ';' O `�`°{{ gg•¢ �i . �ITyn92rsanµgost r€crox,- 1 2 o Mewl«n a • 1 KF "' a sa If �.� .. oirzmox wrtapx 1 ��� 2nERq¢ nxrcv✓ur>re xnen..rrx €i gl 0 c , -- _- � 2�;VHIKAl ClO2t SFCIzQH 3.t _ C Cb Ul NIERIOc C� x = C 1) \� EziQloA 2J ® C) G T! ��' -� r w (2 we�Eala��smssEclux le u iJ 3♦ '[R 3 ��Y i V �rl rN u 421>ss 3PE!4N. - - E N) IXIEk02 C' ¢ L:� O2 S4a ( � x_a_4W.UM4!9xi�Ecnw! Y ;1 n z � c uwss«e 3 ,y 1, 3 i •aaE.00wEnnnre.,....redw.. _ �,- \-1 6 ExiEkgrt ;� w1laa¢ E%IE9XJ¢ � MIEW�OR (I1 — 142W3— ♦ .�� A l�J , a10, ;� IXIERp! 2AEPIOR Ce r�y m4��..F4£R4tL__ `e e e �i�` 12Eh4M REVISIONS NO DATE DESCRIPTION y Q L z � a m c a C 0 = a g $ e d E E R o 04 mLL C L N �yyr m � m VCC1 `_Q 0 � N E¢c a .Q W 2 "' N ., m $ c nU 8 M a y U c dt4 3m J Q ao U �w � wF 0 F-X d U oa 'rM fi U- J lL JOB NO. DATE FBC 2014 DRAWN BY MANUFACTURE SHEET NO. T-2 I; H 41 r.74 IDS PM -V ­Mw x aciuWw'. _C� _ 7i— T, _ul _FK—,,- �Rv­ wom now. swhw -Umi- -1fa- _.9wL_ ----f25?q f7 'Fdi - . COMPOW: AWL-WA-W56-D m--64- 41E-66--, MMLIILM. t JJ q worewooD DoceC_ 208 0- REVISIONS 0 NO DATE DISCRIPTI d v. oa go io os� .5 0 co 5 0 w Uo a. W:3 00 aF� W < < o D 1w: a I_ X 0 CL 17 < 0 CL _j 0 LL i UL JOB NO. DATE FOC 2014 DRAWN BY -MANUFACTURE SHEET NO. TT-3 I ( 1 s�k.,„ t°k , p.,.Nr9H..i�, ,a,a°K, aam.r„,M� ,,a,a ,, A,xbr�irrr rA�aai FLiS,rx tip �nx, „are p� F q Apprvras A x AWllcaopn Type n3]r.Nll � Coee Vervan Aygca:ion Slates ]Oli Appmvpe •bootie ay OaHi. Approvarz ay OaPN 1— tie mvkwep and rannee pry Ow Poc era/tar ere cammrnarr it necesHrh. P,peuct rAarmracturei °Hrws A Weiss/PMneiFinae LO 0 T 1pxtt erg r rive Nuke ors N25 961) a86 0 00 t ]]lla tlruahExig escom A°HwnrN Signature ]errs Rosnxsk rpapvK­ngrbMVH, es cam Technical ra lrrn ve A aeres:ypnoneiEmazi ]ens ROHmskr loco recnnaogv orne noxomis, rt lCz)5 t9adl ass -oleo x1 z13ao Iososki:poghraurtries. corm quality AswrarNe NepmseribWe Ana.erA/>noncreman Cnegnry snnr.negah Enenar opnrs s.inarw Exteaor mm Assen,ebe: Canpiiarxe Hethoe Certifw.rtia, Hart or lntlrq n Agerwv beyztww <M1M1carrms, tnc. -a- By unch, PE S Validation CtwekbH HarMopy Received Ikfinerwed Scandarrl era near let Sbndam) S1aDN[a Year A Aso za m nA/wonA]csn ldrnsz�Aaw zoos ASTX E3986 zoos ASTH E-t9% 3009 ASrH EZOny tguivak r:e. of.pmdvct SlarMerdz certaed ev Roevrt Approve octet Matwd I fJptlon n Unit $epmrnee 06/[ t/3015 Daze VaienM O6/t6/1015 Unit pending raC Approval T. Impact Performance I ox.FRM et-43 KEYe --�'' Certification t Authorization Report Ran iced 6y PRO et-03 CAR S Product ID Number 190 - 275 Issue Date: 1CV72013 Revision Date. IOR2013 Expiration Date: 5232017 Company Code: 190 This Certification Authonlation Report (CAR) is issued by Keystone Ceni6catiore. Inc. (KCI) after full validation review of the product qualification documards for the product named below. Ttvs report is only valid when signed by an officer of KCI, and inC ates the product as manufactured by Ina company rgmed below has been tested and meets the requirements of the referenced stamdard and is eligible for the application:of Keystone Certification Program certification labels- Licensee stipulates in affixing cenificapion labels to products, that those products are representative Of the Specimen evaluated and documented for certification authorization. Only products bearing Such a certification label sitar be considered certified. The inhumation is this repon can be verified at w.W+.keystomrarts.com. Licensee Information: Product Information: PGT Industries Model: FD555 PVC Impact Sido6te 1070 Technology Dr, PO Box 1529 Operator Type: SILT Nokomis FL 34274 Config: Wide transit, GS-7/16" Ann Lami IG Max Width: 40 Max Height III Corresponding Structural CARS: 190-1007.0 Referenced Standard: Product Rating: ASTM E1886-051E1996-09/12 Missile Level D, Wind Zone 4, DP=+1-70, 40x111 Qualfying Test Information: Test Report No: Test Report Expiration: FTL-7402 5/2312017 Authorized Signature: OigRapy Jgnetl b/ion Hill Keystone Certifications, Inc. ON;rn�lon Ha, iS-Reyslorie 564 Old York Road, State 5 CenecatOpkeyc.. emaayraotimapnwc<,ta<om. Ef errs, Pennsylvania 17319 c=vs Phone: 717.932-8500 Doe 2011.—, f 3:55Uo 0a•00 Fax 717-932-8501 fD-555 rn r nh iMor a SieexreR ansnm LimW °r Doe Cpulka—A!!-, CerWl°ata Anor ova In XYXZ: Xo A,--pfaaN Ipr rrae oublea MYHZ: Yn Quality Aaron ponUatt Fxp Dale r mead R,nabnt: vas Sina/i rxxan erepwr N/A LMWdtion I°n.uctbna C tM y urea km rn aty. No t tlrm Rern creaiea av nixiieneene 1ni a ra�irilk9 s. FRM 81-43 KEY N� Impact Performance 3 1 Certification Authorization Report R,quirce By PRO 81,03 CAR 8 Product ID Number: 190 - 276 Issue Date: 10/82013 Revision Date: 10/62013 Expiration Date: 5212017 Company Code: 190 This Cemfixwion Aud ,,xation Report (CAR) is issued by Keystone Certifications. Inc. (KCI) after full validation review of the product qualification nlg doxrNs for the product named Deow. This report is only vail when Signed by an officer of KCI, ant indicates the product AS manufactured by the cgmparry named below has been tested and meets the requirements of file referenced standard and is eligible for the application at Keystone C ff"tbn Program certifwarron labels. Licensee stipulates in affixing cerfificelon labials In ploduch, that those products are rep—rurnve of the specimen evaluated and documented fix i artification authonzatlon. Only products bearrig such a cedif ation label Shea be considered wrbfed. The information in this report can be vent d at www.keysturneceris.can. Licensee Information: Product Information: PGT Industries Model: FD555 Waxing Impact French Door 1070 Technology Dr. PO Box 1529 Operator Type: SHD Nokomis FL 34274 Confg: All, GS-5/16' Ann Lami IG Max Width: 76 Max Height 96 Corresponding Structural CARS: 190-1009.0 Referenced Standard: I Product Rating: J ASTM E-188" /E19g6-09/12 I Missile Level D. Wind Zone 4, DP=+/-70, 76.96 XX Qualifying Test Information: Test Report No: Test Repot Exovatiorf FTL-7396 SQ1/2017 Authorized Signature: ggitasysigrt¢dlyJonHa Keystone Certifications, Inc. otr: xrwJon flu. o,xeyatone 564 Old Yerk Road, Suite 5 certiacaeals, roc, ou =piaekay:roiiaceru.com Et�rs, Pennsylvania 17319 coil Phone: 717.932.8500 W. 2013.1e011 166.:5101W Fax: 717-932-8501 tCEYSTON 0"'^101 Tee- Impact Performance t'^'� FRM Bt-13 Certification Authorization Report ReprdrtM By pR0 B7-03 CAR 8 Product ID Number: 190 - 274 Issue Dale: 10f72013 Revision Dale: 10/10/2013 Expiration Date: 5/232017 Company Code: 190 This Cwfili ebon Aulh.,cSfi.c Report (CAR) is issued by Keystone Certifications. Inc. (KCI) attar fail velidafwn review of me product qualfroation documents for the product named below. This report Is only valid when signed by an office, of KCI, and indicates he product as manufactured by the company named below has been tested ard, meets the requirements of the referenced standard aril's eligible for the application of Keystone Certification Program certification labels. Licensee stipulates n affixing certification labels to products, that Nose products are representative of the specimen evaluated and documented for c9mficator, aumodzatlon. Only products bearing such a cemf tion label Mal he considered certified. The information in this report Cart be vented at wvnv.keysioneoerts.com. Licensee information: Product Information: PGT Industries Model: FD555 PVC Impact Transom 1070 Technology Dr. PO Box 1529 Operator Type: TR Nokomis FL 34274 Confrg: Wide frame, GS-7/16' Ann Lami IG Max Width: III Max Height: 40 Corresponding Structural CARS: 190-1006.0 Referenced Standard: Product Rating: ASTM E1886-05/E19%-09n2 I Missile Level D, Wind Zone 4, DP=+/-70. 111 x40 Qualifying Test Information: Test Report W. Test Repon Expiration: FTL-1402 5/23/2017 Authorized Signature: oItitaay,grradby3aaHall Keystone Certifications, Inc. aft: m=Air Hp, mxcyslmw 564 Old York Road, Suite 5 ceniaralipm, roc, w, Ellen, Pennsylvania 17319 s m. ir-innsakeyHmenrca.i;om, <=115 Phone: 717.932.8500 Date: Z01310.1010a3A 0 O W Fax: 717-932-8501 KEY_ST_ONE o«w.ra r;ve: Impact Performance sac1 HIM Ii 3 I 1 % Certification F Authorization Report Wp Wlty. FRO 61-03 CAR 8 Product ID Number: 190 - 277 Issue Date: 10/8/2013 Revision Date: 10B/2013 Expiration Date: 521/2017 Company Code: 190 This Certificates AUMo cation Report (CAR).. issued by Keystone Cm9frcalfons, Inc- (KCI) Ater full validation —aw of the product qualifical in documents for the product parted below. This ration is only valid when signed by An ofbcer of KCI, and irxxcale , the product as manufactumd by -the company named below has been tested and meets the requirements of the referenced standard and is eligible for the application of Keystone Certification Program certificafion labels. Licensee stipulates in .affixing cerfification labels to products, that those ptroducts are repres niative of the Spedmen evaluated and dooumented for certificele, authonzabon. Only products beamg such a cerlfication law shall be conwdemd certified, Tne infomaton In this report can be verified at www Imystonacells r»m. Licensee Information: Product Information: PGT Industries Model: F0555 Outsvnng Impact French Door 1070 Technology Dr. PO Box 1529 Operator Type: SHD Nokomis FL 34274 Config: All. GS-5f16' Ann Lami IG - Max Width: 76 Max Height: 96 Colesponding Stuctural CARs: 190-1009.0 Referenced Standard: I Product Rating: ASTM E 1886-051E19961)312 I Missile Level D. Wind Zone 4. DP=+/•50, 76x96 XX Qualifying Test Information: Test Report No: Test Report Expiration: FTL-7396 5/21/2017 Authorized Signature: oyibly agreed by,on Hit Keystone Certifications, Inc. oN: crc3dn HtI o.xeysrol,e 564 Old York Road, Slate 5 cmrecadonk sec., tau Etters, Pennsylvania 17319 A"augaelie'v°nec`":_cem. c=DS Phone: 717-932-8500 Dale zm3.looetns:36 Fax: 717.932-8501 ci s 4 � V G o W � e tor. V p a C a en •o . .Y£Y � � C a ao C � is •9Ee L A N 7 (T C E 3m o � LL N 4) N F- t F (0 C O V 43 o'er 'N E� r O O < � V O =O (nN C U O 3 M:J N UJ � aW O N L UC) n N U ,p J J Z Q > � J a �U) a to 0 Q 0Z U ?� 0 0 0 O a0 a �Z a Z cv3 W LL co t7 LL O r' J J LL u_ ]OB NO. DATE FBC 2014 DRAWN BY MANUFACTURE SHEET NO. PGT -1 f — 7 ^xeeI Impact Performance FRIll 3 ' KEYSTONE Certification I F t—J Authorisation Report Resuxatsv: PROBI-03 CAR 8 Product ID Number: 190 - 278 Issue Date: I OB/2013 Revision Date: IDW2013 Expiration Date: 5/211,2017 Company Code: 190 Thus Certification Authorization Report (CAR) 15 hsued by Keystone Certification, Inc (KCI) agar full validation review of the product qualification documents for the product named below. This report is only valid when signed by an offer of KCI, and remorse the pr duct as manufactured by He company named below has been tested and meets the reQUkenlem5 of the referenced standard and es eligible for the application of Keystone Certification Program certification labels. Licemee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only ;products bearing such a certhcation label shall be considered cer'ifed. The information in this report can be verified at wew.keystoneceds.com. Licensee Information: Product Information: PGT Industries Model: F0555 Impact Door/Sidelite Mullion 1070 Technology Dr. PO Box 1529 Operator Type: Mull Nokomis FL 34274 Config: Mull Max Width: 124 Max Height: 96 Corresponding Stnrclurel CARs: 190-1010.0 Referenced Standard: Product Rating: AAMA 450-10 Missile Level D. Wind Zone 4,DP=a/-70, 124K96 Width=41 Qualifying Test Indormation: Test Report No: Test Report Expiration: FTL-7403 521f2017 Authorized Signature: Ixynaay.lymd oy,or Hil, Keystone Certifications, Inc. omm=xmHill.,-wwsrwha 564 Old York Road, SWte5 ' r cemrrcanlw,s.xa-ou. Etters, Pennsylvania 17319 em,ar.y,mpkaynarermsram, Phone: 717-9328500 —s Darr 2awoo9 nz6:15 Daoo Fax: 717-932-8501 Structural Performance FRM:B"2 6 KEYSTONg Certification Authorization Re rt Reavveday PROBI-03 CAR 8 Product ID Number. 190 - 1009.0 Issue Dale: 10/8013 Revision Dale: 10/812013 mrafm E>gion Date: 51212017 Company Code: 190 This Codification Aut omrafon Report (CAR) is issued by Keystone Cemfatiom, Inc. (KCI) after full volwalior review of fit product qualification documents for the product named lbw. This report is only valid when signed by an officer o/ KCI, and indicates Me product as manufactured by the company named below has been tested and meek it. requirements of the referenced standard and is eligible for me applkaton of Keystone Certification Pnm greicon- anion labels. requirements stipulates in affixing certification labels Is products, tut those products are representative of the specimen evaluated and documented Re certifn atmaauthorization. Only products bearing such a certification label shaft be considered certified. The Information in his repot can be venfied an wow keystonecerts.com. Licensee Information: Product Information: PGT Industries Model: F0555 OS Impact French Door XX 1070 Technology Dr. PO Box 1529 Operator Type: SHD Nokomis FL 34274 Config: AII, GS-5/16" Ann Lauri IG Max Width: 76 Max Height: 96 Referenced Standard: I Product Rating: AAMA/WDMAICSA 101n.S.2/A440-08 I Class R-PG70193Ox2438 (76x96)-Type SHD Qualifying Test Information: Test Report No: Test Report Expiration: FTL-7404 5/212017 Authorized Signature: Keystone Certifications, Inc. y Dk2 DN; or_wr Hill, xe l.o.yssigned by ion Hill - ne 564 Old York Road, Suite 5 Certif anions, lol-el Etters, Pennsylvania 17319 —11=)Imlpkeystwwcem.mm. Phone: 717-932.8500 -US Fax: 717-932-8501 D. 2013.10.0816:5156 4H 00' FRY et-02 KEY oT5 NE Structural Performance Certification Authorization Re rt Reawed ey: PRO Bt-03 CAR 8 Product to Number: 190 - 1006.0 Issue Date. /0/37P013 Revision Date: 1002013 Expiration Date: 5123/2017 Company Code. 190 This Cedlf tion Aulhonzatian Report (CAR) is issued by Keryslene Ceriff—U ns, Inc. (KCI) after full validation review of the product quafificalwn documents for the product named below. This report is only valid when signed by an offer of KCI, and indicates it, product as manufactured by the company named below has been tested and meets Ube requamim rtls of the referenced afarrtard and is eligible for me appiicaaon of Keystone Certification Program certification labels. Licensee stipulates in affixing certi tie. labels to products. that those products are representative of It specimen evaluated and d—mented for cedthcation euthorizetion. Only products beamg such a erOficalbn label shall be considered cefi Pied. The information in this report can be wrified at www.tystonecerss. com. Licensee Informatnon: Product Information: PGT Industries Model: FD555 Impact Transom 1070 Tectwobgy Dr. PO Box 1529 Operator Type: TR Nokomis FL 34274 Config: Wide Frame, GS-7/16' Ann Lamm IG Max Width: 111 Max Height 40 Referenced Standard: Product Rating: AAMAODMA/CSA 101/I.S.2/A440-08 Class R-PG70 2819xl076 (111x40)-Type TR Qualifying Teat Information: Test Report No: FTL-7393 Test Report Expimfc n: 523/2017 Authorized Signature: Keystone Certifications, Inc. 0lgitel RoHill o-Key Hlii Y oN�m=lm, Hill, o=Key:tore 564 Old York Road, Suite 5 certitcanom, mr_ov, Etters, Pennsylvania 17319 emaiu)n;llpkeystonecedscam. Phone: 717-9328500 `-� 04'00' Fax: 717-932.8501 Gate: 2m 3.10.03 11:25:2)- f� oenewa ve Structural Performance FRM 91-02 °"a" 6 ' KEYSTONE �J Certification Authorization Report aeOVuedey PROB1.03 CAR 8 Product ID Number, 190 - 1010.0 Issue Date: 10/82013 Revision Date: 10/82013 Expiration Date. 5121120, 7 Company Code: 190 This Ceniiiration Authorization Report (CAR) is issued by Keystone Cadiflraaoms, tic. (KCI) atr full validation review of Ube product qualification documents for the product named below. This report is only valid when signed by an officer of KCI, and indicates the product as manufactured by the company named below has been tested and meets the requirements of the referenced standard and is e4gibie for the application of Keystone Car ification Program certification labels. Licensee stipulates in affrung certilxaton labels to prodcls. that Otiose products a, represertatve of the specinsan evaluated and documented for certification aulhorizaton. Only products bearing such a certification label stall be considered certified. The lnlonnaton at this report can be verified at www.Keyslonacerts.con, Licensee Irdonnation: Product Information: PGT Industries Model: FD455/FD555 Door/Sidelite Mullion 1070 Technology, Or. PO Box 1529 Operator Type: Mull Nokomis FL 34274 Config: Mull Max Width: 124 Mac Height: 96 Referenced Standard: Product Rating: AAMA 450-10 DP t1-70, Max Size=124x96 Panel wi th=41' Qualfyirg Teat Information: Test Report No: Test Report Expiration; FTL-7416 52//2017 Authorized Signature: Keystone Cert�cations, Inc. Y Digtaily-Hill,byley Hill off: m=ton t81, o=Keymre 564 Old York Road, Suite 5 cenificatioms,loc— Etters, Pennsylvania 17319 enux-J!ttokeys—rertssom Phone: 717-9328500 r.us Fax: 717-932-8501 0ate:2013.10A9 17.24:12 -NW Structural Performance oecNa. tR U BI-0 a 6 i KEYSTONE —t "' i • Certification Authorization Report aep+•d ey PRO B7-,03 CAR 8 Product ID Number: 190 - 1007.0 Issue Date: 10/312013 io Revisn Date: 10/3/2013 Expiration Date: 5/23/2017 Company Code: 190 This Cedifjcri Authariaaboo Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review of the product qualification documents for the product named below. This report is only valid when signed by an otf r of KCI, and xdlcelee the product as manufactured by the company named below has been tested and meets the aqukemenls of the referenced slandartl and is eligible for me optoksumn of Keyemf kme Celion Program ta ifical- labets. Licensee stipulates aft affixing certification lads to product% that these proAMAs an, representative of rice specimen evaluated and decumened for certification auhtoriwWn. Only products hearing such a certilcaaon label shop be considered certif d. Tice information in this report can be vomited at ww w keysbnecarts. coon. Licenses Information: Product Information: PGT Industries Model: FD555 Impact Sidelite 1070 Technoogy Dr. PO Box 1529 Operator Type: SLT Nokomis FL 34274 Config: Wide Frame, GS-7/16' Ann Lamm IG Max Width: 40 Max Height Ill Referenced Standard: I Product Rating: AAMAtWDMA/CSA 101/1.S.21A440-08 I Class R-PG701016x2819(40xl 1111-1pe SLT Qualifying Test Information: Test Report No: Test Rqport ExDirabon: FTL-7393 5/23/2017 Authorized Signature: Digtaay signM ton Hill Ys Ke tone Certifications, Inc. by oN:m=ion Hill, o•Keystorw 564 Old York Road, Suite 5 ` canificatom,lnc., w. Etters, Pennsylvania 17319 emasynalekpatvm<ens.com. Phone: 717-9328500 "VS Fax: 717-932-8501 0ane:2m 3.Ia03 11:2623 -o i li(r 108 NO. DATE FBC 2014 DRAWN 8Y MANUFACTURE SHEET NO. PGT - 2 GENERAL NOTES SERIES 555 LARGE 8 SMALL MISSILE.. IMPACTRESISTANT, VINYL, REINFORCED, OUTSWING FRENCH DOOR 8 SIDELITE/TRANSOM (SLT/TR) 1 THISPRODUCT HASBEEN DESIGNED& TESTED TO COMPLYWTTHTHE REQUIREMENTSOF THE r1OFFGA BALDING CODE. 2) SHUTTERS APE NOT REOUIRED WHEN USED IN W WDbORNE DEBRIS REGIONS 3) MATERIALS USED FOR-CHOR EVALUATIONS WERE SOUTHERN PINE, ASTM - CONCRETE MASONRY UNrt$ AND CONCRETE WITH MIN KSI PER ANCHOR TYPE. 4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1. THIS $MEET. AL WOOD SUCKS LESS THAN I-1FY.'-'HICIL ARE TO BE CONSIDERED 1X NSTKUTIONS Ix WOOD SUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCILS DEPICTED AS 2X ARE 1-1D' THICK OR GREATER. 1%AND 2z BUC(S (WHEN USEDI SNKL BE OESHNEO i0 PROPERLYTRANSFERLOADSTOTHESTRUCTVRE. WOQDBUCKDESHf AI iASTA:,ATKJNIS THE RESPONSIBILITY OF FHE ENGINEER OR ARCHITECT OF RECORD. 51 N $ILL vS TIGM TO SUBSTRATE. GROUT IS NOT REO.NRF.D. IF USED, NOMSHRNK. NONMETALLIC ORWT. 3AU0 PS MIN (OONE BY OTMn) (MAX 1I4' SHIM SPACE FOR GROUT) MUST FULLY SUPPpRI THEE THE LENGTH OF THE SILL THAT S NOT TWNR TO THE SUBSTRATE. AND TRANS{ ER SHEAR LOAD TOSIBSTRATE. IF SUBSTRATE IS WDOD, 30E F ELT PAPER OR MASIIC S REWIRE D BETWEEN THE GROUT AND WOOD SUBSTRATE. OR AS APPROVED BY THE AUTHORITY HAVNG JURISDICTION. COMPLYNG WITH THE FBC 6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BEIBEYOND WAL ONES- ORS -CO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE THE ENBEDMENTSHOWN ON TABLE 1, TNIS SHEET. NARROW JOINT SEALANT IS USED M ALL FOUR. CONNERS OF THE FRAME. EXTERIOR WSTALUt ON ANCNDRS M. BE SEAI.ED.OVERAI-I. SEALINCdFLAS WSTRATEGY I'M WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTI-ERS AND IS BEYOND THE SCOPE OF THESE MTRUCTONS. TI SHNMS ARE REOL AT EACH ANCHOR LOCATON YMERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING RAFTED LOADS. WOOD BUCKS. BY OTHERS. MUST BE SUFFK iENTLY AN^„HORED TO RESIST I.OADS IMPOSED ON THEM BY ME DOOR, SIDELITE. OR TRANSOM. .I.E..-PRESSURES A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PNESSIAE. FRAME ANALYSS ANC GLASS PER AST. EtY)p B POSITNE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND CLASS PER ASTM El- BI THE ANCHORAGE METHODS SHOWN HAVE BEEN DESCNED 10 RESIST THE WINOLOAOS CORRESPONDING TO THE REW'RED DESIGN PRESSURE. THE 33-1'Y%STRESS INCREASE HAS NOT BEEN USED N ME DESIGN OF THIS PRODUCT. THE 16 tOAD DURATION FACTOR WAS USED PCi THE EVALUATION OF AMCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REINIREMEMS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE T ALL RIGID AND CELLULAR FVC MANUFACTURED BY YISON EXTRUSIONS. LTD HAS BEEN TESTED TO COMPLY WRH THE FLORIDA BUILDING CODE FOR PLISTICS ID) SIZES MUST BE VERIFIED FM CONYLIANCE WITH ECAE35 RE WIREMENTS PER THE FLMR 0A BUILDING CODE. I I I REFERENCES'. TEST REPORTS FTL ­. FENI 7102. 1103. TARN IT T418. Pmeu[t SUe Da GNIgriln R MWm 9B• «-TO INr 19Dtofo.2ro DART 3eau• x es• al TC i w f)O(j__ a;ao nar _ Igo-2T5. nT tOp9 SWeNId w TromNXn W' Ill' 111•F W" a1.T0IRr 19D 14. 218. Im. 1007 DOOR GLAZING DETAILS 1101 NON GLASS STACK �._ S16'IAMMMTED GLASS STACK ANNEALED CLASS lllI NRSPACE WV OU-0- KGACRE PLB 1R' TEMPERED GLASS -ANFEAEDGLASS id 1- \ 3 \ I ExTEROa � 40 � 41 GLASS TYPE tI -NOM CLASS $TACK _ S1B'WYNATE. ' GLASS ET_ tb• ANNEALED GLASS .1 ARSPACE --DUPONT WTACTE PVB 3116-TEMPERED GLASS = IIB-ANNENED GfAS$ 3 \ I EXTERO 41 t ( 1 I GLASS TYPE 21I DESIGN RESSUHF RAT NG IMPACiRA IIG ARIES R TEQFOR A SMALL IMPACT RE ISTANC SEES BET" 1 A 5 I MSSBE IMPACT RESISTANCE GNI.P Antler SuOe+U MR. EdIp .- Min. E boidwa rll A YIC El. Ulrepan UrpmuNilC CMU,(ASTTA C-901 1• 1-1/4' UF2W,d CMU, (ASTM C-801 2.1/T 1-Ve S Ole 410 SEES (GS) It"S.S. SIBS . I10IB85SSMS P T. SDIAIIMn Pin (SG=0.55) trr 1-Yr AI- B081T5' WIT 0.0713- (14 Gp) - SRAMT M. 5Iw O.OSB'. St" StW, A857 Gr. 3T S/18' O OSr (t8 Ga) WIT Eft Ult- P.T. SABeB Firmfsr~0.55) 1/2' 1-Yr CMPWed CMU. (ASTM G90) 2.1t2' 2-114" C .rile (RBn. 2.86 kstI 1" 1-Yr lle Efco Ulrecm UFWBL,fd CMU. (ASTM C-90) 2-1rT i-I/4' 812 SI.W SMS (G5) I1241OS.S. EMS I12 1" S.S. SMS P T. Soldi eB PMe (SG-0.66) WIT /-Yr Muni .80B1-TS Yr 0Wtr(14 GO) Stets, A33' 3lr 0.05r Sloal Stud. A663 Gr. 3S YC 0-o53' (is GO) IEkO La- P T SOWnem Pine (SG-0.55) 1' t-Yr -Grip ed CMU. (ASTM G90) 2-112* - 11wr COnwale(min, 2.05 kM 1• 1.ir8" lle Ec0410 SS. Cr@Wkx Calcrtle (GUY 3 35 kM) 1' I-YP ed CND. FASTMC-W) 2-1rr I.1M' Eko 1fYB S. S. A991aGF1Or E P T. SwA1rm Pee (SCw0.55) 1' 1-w Concrete (min 3.27 kdi) 1-iiT 1.N8' UnpWad CMU. (ASTM Call 4" D 1r4" Efco UBNcon Cacree (Min. 2.9.5 kef) 1-1/T 1-318' 111" ELCPIIO S.S. CrcuIF BA Cmm*e Imin. 3.W kM 2.t I-Y4" Type D-Apoo11 UBN4 1 1-Ylr Laili. i/r T-11//8-gir-IWM-.090'PVB 1/r An 2 I-Y1C rani. CYIT T-5'r AN-11 An-.09r PM b 3 1.Ytr I-BlGi B& (Vr T-W1GAlr-WIT M-O90'50-YITAn)SiOM9e8 5 1-Y1r Lsri. 1rT-i?AN-YtC An-.090'SG-WIT An 1-Yrr LO" U JIFT T - WIC All -WIT M-.o80'PVB-3I18'An) T an 6 1-Y1T Lari. WIT T-1/T Air -YIS'M-.0�'WET -WIT A. (SLT/IR) SIDELITE & TRANSOM GLAZING DETAILS I. -NW. GLASS STACK -� -_ 1111-LAW-1ED _ .lISS STACA 116•.WNEAEDa ss KH6 AIRSPACE OW'WPONT SG 1B'TEMPERED GIJ55 LNYANNEAIEDGLA53 A 14 3 F ' + EXTERttM 19 1W 42 \r' 41 GLASS TYPE 3 t 3n AGM. GLASS STACK TNC LAMNATED GLASS STAY( Yl6' ANNEALED CLASS 9If6'NNsH- _ 0B0'DUPON" - BUTACITE FVB IB'TEAPERFD GLASS P 3r16' ANNEALED GLASS 14 \ Ass NrF 3 EXTERIOR it-, 39:b 42' L GLASS TYPE 5 SG N GUPOAT SENIRYGLA:491NTERLAYER B't E I. DUPONT DENENO,BS 8 CO., NC WIDE 105HEETS: GENERLLL NOTES ............ I ELEYATIONS 1 GLAZING DETAILS 3 DES UN PRESSURES. 4-5 SOEL1E/rNHCi ANCS.. 4-6 INSTALATOIO,, N EXTRUSON PROfH(ES IT PARTSLIST .-.. 10 COER O RN10 HAROwARTDFTA DETAILS......... t t GLASS As,S SMOM. STACK IIILAMINATED GLASS STACK 3118'ANNEAEDGLASS 1R' ARSPACE 08p' DUPW T SG 1l 6' TEMPERED GLASS V= 3/1E ANNEALED GLASS i 1NIF 3 ,vss EXTERIOR / l- �t, GLASS TYPE I.3n 6'NOM. GLASS STACK _ - - _ _ TINT 1.AMNATEO GLASS STACK Yfe' ANNEALkO CLASS 112•NRSFACC 89 -FONT 3!IlIEMPERE.G . 116' ANNEAED GLASS lI I 3 ( EXTER�R. 39'.40 12 41 GLASS TYPE 6 N O B N O� Z J n S LL LL V V X N o o> ED Y z o z W O tY n $ O O N U W 2 W O 0 BE BE 2 n T 0 z y '> HIS 6 (O IS NU FE FE458721 3T,9N6' WIDTH l SJ NB MAX SLAB I HEIGHT 1 TYP. DOOR SLAB Z D� ETAIL HEET p 40' __ 1'MULL DI2) TVP� OMIO (WIDE STBES AND, WIDE AILS SHOWN ON SIDELITES) EXAMPLE CONFIGURATIONS 41 _ Ip• _ 38W' T6'MAX MA%. 1R31r 3BLI' r I.liF1 TYP- MAX AIAf -NULL 1'-I X, i'j - XX ONL (SHOWN] OR XIO OIX(O (WIDE SIRES AND WIPE RAILS (NATISGWST LESAIDWOE a0'Mgz_GLA5.5 TYFE5 do'Mq%. CHAS$ TYRES 384 $HQVN Q EUTEN SIDSI - RAKS SHOWIN ON 4DE 11-y �'. 38' MAX. 1, GLASS _' 38' MAX. GLASS T 38 3R' TYPE558 B. TYPES 586, NCBWNA_ ZOA MULLION _ MAX. , E- 1NBT 8' 1-11ITT _ _ TY1 1'MULL Oro OLD I MAX. IIA)I. 8 "MULL OR WIDTH OR WIDTH 26- MA VERTICAL MULLION i F .g LENGTH 1L i SINGLE O SINGLE O 010 (ADDITIONAL MULLED -71 NADE STILES AIA WIDE INATROW STILES AND NARROW LITES ALLOWED) BS SHOVBONSOKK-S) -IS$i(owN ON SI 131is) (wOE STRES"a NARROW 0/0 WITH DIX WITH RAILSSIOWN.'MOELITEs) HORIZONTAL HORIZONTAL MULLION MULLION : (WIDE STBES AND INARROWSTLLES NOTES WIDE RARBSHOYM AND NARROW 1) SINGLE DOORS MAY SE LEFT OR --A- ON SWELITE4 RAF1SS_WN ON T) MULUDNS SrOIWN ARE STANDARD I- FRENCH DODR MULLIONS PER THIS,NOA. IRANSI TRANS-) 3) MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USRIG OTHER MALON TYPES. SEE SEPARATE NOA. 41 FRENCH DOOR WILL" IS LIMTED TO W N VERTICAL APPLICATIONS AND 1W N HORIZONTAL APPLICATIpINS. 5) NARROW OR WIDE STUESAND BARS MAYBE AXED sITHN THE SALE SLT:TR OD MULLED ASSEMBLY 61 ADD1iICNA CONFIWRATOMS USNG THE 1' fRENCH GODR MMUON ARE POSSBLE USE THE ABOVE URAWLUGS AS A REFERENCE FOR SIZE UMATATIONS. SINGLE DOOR DOUBLE DOOR INSTALLATION -- -- INSTALLATION_ N ( -� 4-OD.MN.. SEE TABLE+. ASTRA- _ TNIS SHEET, FOR CLUSTER / TAKE SEE TTABLE I. SHEEt1FOR MAX. ff MAX. 1M% - TYPE CENTERED CENTERED ✓ / BETWEEN ANCHORS BETWEEN HNGES CENTERED BETWEEN SEE I HNGES BEE NOTE1 I-oC FATE, CENTERED MAX. CENTERED BETWEEN ( BETWEEN FEE iNGES HHJGES \ NOT NOTE 1 IRAHT EENTERED I BETWEEN ) AX. ff M�_ANGIDRS 10.1? MAz ( ANCHHOR RECUREMENTSI I ANCHOR REQUIREMENTS SAME AS HEAD SAME AS HEAD X XX, (USING ASTRAGAL) TABLE 3 ',�DOPR OL'&f.Ll PIEB{LBE �IMPPBF TYmt )S OPRr: A1b941 pueFr AM.Na RF9ero4 A IYM A SIN Door UA(FIT B 60 2 I6 wa SIDELITE-TO-SIDELITE SIDELITE-TO-DOOR MULLION INSTALLATION MULLION INSTALLATION (91OLOZ010_E1C.1 X( IO OIX XIX, OIXio, XI0 X 01XXI0, ETC) SEE MULLION CLUSTER SEF. MULLION CLUSTER DETAIL BELOW DETAIL BELOW ATTACH DOORS AND &DELTTES TO TINE NUIL N AS PER THE INSTRUCTIONOF TINE NDINWALDOOR OR SIDELITE [S.E.T6 TABLES. MUL­ ENGTHPLENGTH NVERTICAL ucgrOss'DETJTE SOELRE I DOOR I ANCHOR REWRE.-s ANCHORREWWELENTS SAME ASHEAD SAMEASHEAD MAX. 8' 1•MULLIOIN 6 �_ 1'MJLLION 4MAX -,QC.MN. 6'-rOC.MN 4'OC.MN - VOC. MN. AT 1I EEEFOR TABLFE,E e. I I I I. SEE TABLE IT THIS SHEET, THIS SHEET. FOR OR il' '- SIDE.I� ODOR -.TAKF P[t LTE P uOTF �1 TPS. BE1 I 'm TYPE FOR r--rYrlmbVrun MW NAFIIwHaw=M �FORt01%NIO- TRANSOM-TO-DOOR (X/O) OR TRANSOM-TO-SIDELITE (0/0) MULLION ATTACHMENT& INSTALLATION ATTACHDOORs SIDEL.TE54 TRINSOW TO THE MLILUWASPER .. THE INSTRUCTION 'I- MULLION GE THE INOHVOIJA TRANSOM - MOR4dNTA --. 41•I I AFVLKATKnS ALWAYS flEQIHXE TABLE T pOOp OR IIUt MO 121 ANIYKMS sOE 1TE (TYPE A-0) AT EACH FORZRITLL eEALION I NULUON END. DESIGN %i$WRE 1 . McPBF _..! INN MAX.INLENGTH IN HORIZONTAL APR ICPTIONS AND S MRM CON TA NNG A xxL LSE ONLY RAM OF E FRA E NWTN OF THE DOUBLE DOOR LUMEN THIS TAKE R I) HINGE JAMB5 OF ALL HEIGHTS 10 ALWAYS BE ANCHORED WITH SIX ANCHORS. SEE TABLE 1 SHEET 1, FOR ALL APPROVED ANCHORS. FOUR OF THE SIX ANCORS MUST W NSTALED THRWOH ME HW6.5 ONE AT EACH WN LOCATION(RECOIA WW4f0FATHEADSMSMNIr FLATHEADULTRAOONFq EACHLUNGEANCHORI. 21 FOR A MULLED UNrt DEnRM RE THE DESGN PRESSURE OF EACH COMPONENT N THAT CONEBURATON FOR EXAAnLE. ON AN -xp CONFIGURATION THE DP FOR THE DOOR. THE MILLION AND THE SIDELITE MUST EACH BE DETERIANEO. THE LOWEST OP APPLIES TO THE ENTIRE ASSEMBLY. 1) UNCLE DOOR MAY BE LEFT OR RIGHT-HANDED. 21)AILLONS SHOWN ARE STANDARD V FRENCH DOOR MULLIONS. ))MULLED CONFIGURATIONS NOT SHORAN MAY BE POSSIBLE USING OTHER MULL ION TYPES. SEE SEPARATE NOA. TIE LOWEST COMPONENT W ISTO BE THE OVERALL ASSEMBLY OP 41 FRENCH DOOR NULLON S LIMOTED TO W IN VERTICAL APPLWATONSANOW N MN¢OMK APRICAT10N5 REVISIONS NO DATE DESCRIPTION G i V V E � C I _ m 'L L C W � � E a C � c a 9 G c TD E' m U N O alj� a L F O W C: CD O N O N =,C Ex pin N C ? G C m W O � L LL L l() L O H 3O J J Z > > Lr O En Lli (L U) Q ? 0 Q U Z N (.90 O r a �z NQ co LNU LL LL CY3 LL M LL LL )OB NO. DATE FOC 2014 DRAWN BY MANUFACTURE SHEET NO. PGT-3 SIDELITE/TRANSOM WSTALLATIONSO) 2" MAX. F SHORT SIDE Is Ir ONlF55 -� !- 231f - MAIL. IF 3HORT BLUE IS OVERq IB'O.0 SEE TABLE fU SHEET 6 FOR IF LONG SIDE 5 q OR l.ss DUALT. I SHEEF TABLF 1, SHEET Y OR ANCHOR TYRE ,a'+c . Max F LONG s OE I$ OVEP b' I 11 MA%LONG SIDE) (SHORT $rtEI (WIDE STILES RHO WIDE RAMS s..- ON SOELITEs) -O.C. MA%. F3 112.00. MAX. IF SHORT SIDE IS AO'OR LESS WORT SIDE IS OVERq ' 26 0 C MAk SEE TABLE 10. EHEET S FDA G 542E IS IF GON ANCHOR P ON LESS OU-TITY. SEE ( TABLE I.$HEE, FOR ANCHOR TYRE. Y U2'OC. LONG SIDEc Is IS OVER en' 1 Y Mq%LONG SDEI ISHORrsDE1 - - (NPRIOW STILES AN. -- RAILS BHOMIN ON SIDELITES1 TABLE B. WINOaY DESGN P%NIEUE A3 GMsa Types NOTES, I I NARROW OR VIDE STILES AND NABS MAYBE NIXED WRHRN THE SAME SIDEL ITCRRANSOMOR MILLEDASSF3IBLY. ]I SIDELRERRANSOM NAY BE A SINGLE STAND-ALONE UNIT 3) FOR SRfS NOT W WM ROUND 0 TO THE- A-. SHORT OR LONG 34MEMPON. I ® �Ml"HQ •©[S�7_�OO_�_^p�O�epO'�_�7O©_�n_�E��®E�_�®O©_i�ey�©�_E�ii�_©0�� •®�®®TL'�ri©O©©O©©®©Qp©Yi�O©0©�©©�d���' pO�©Q���p�i©�0©©©�©©©©�© ���0©00O©0©�®Oo00O©d0®i��OO�©O©0d0�0 �n iB 16 zs 33 �Y J E_nRIOA / J 35 IFRENCHDOUR Artrc4.- -+ DETAIL D Trp. ANCHOR rvpE. INSTALLATION - -_ EMBEDMENT ARD EDGE DISTANCE -SUBSTRATE OPTION 4 tI� SEE TABLE , SHEET 1. INS1AL- NON -S $ M ... : - I D AEC LY INTO METAL -, 1 ANCHOR PER TO BE I 05TAVCE THROUGH SUBSTRATE, MIN X10 FLATHEAD SMS WITH META THREADS BEYOND METAL SUBSTRATE. ODOR ; 1YP. A.-OR ]t' 5 VISIBLE LIGHT WOTH IDLOI -� ] -_ ANDEEDFE RENT DST. PER SIU- TABLE E,M T1. f 1 .. 4 .'.. td 2 d1 I ( 52. E%TENOR d0. 47 APPROVED MULLON(SEE - $EPERATETEEL FYµ) ALIM, ST2L EI. FRAMAG. n N DETAIL E OR, STEW SEE j SUBSTRATEPROPERTES. INSTALLATION OPTION 3 - - DOOR FRAME M.I. ... -. - - :. TABLE BTHIs IRST-TIGN ANCHORS THROUGH n O uOi 1. eucK$TRB, MrTo MASONRY 00 v K O EMBEDMENT $ B I- TYP. ANCHOR TYRE, O LL N LL EMBEDMENT AND Z , IM EDGE O1PER : IB W 0 EDGE SH23. SUBSTRATE.-E. SEF 10 / r z Z 01 O Y 0: k TABLE 1. SHEET IE-j, - O W TB 7 DISTANCE i TYP. ANCHOR � TYPE. :ZS ., EMBEDMENT 3 AND EDGE DISTANCE I \ SUBSTRATE. SEE TABLE I. ...' 1..�..... ..:T3:II '... Q SHEET 1- .'. L 1 .. CONCRETEICMIt - ! 35. ERIOR' - PER ANCHOR REWREMF.NT 1X WOOD : DETAIL F BucrcsrRv. V SEE NOTE 2. - THIS SHEET. SIDEL:rERRANSOA FRAME-T. -- ♦ n> O az � o \ LL � Z 0 � n 0 = ry z a W 1 U. z 6 _ P Z N � 35. EX_. �L��L. Z W DETAIL G, WSIAL" ON NOTES 1) USE ONLY SUBSTRATE g RORRIATE ANCHORS LISTED ON TABLE T. SHEET I FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY IN$TµIATON OPTON SHORN MAY BE USED ON b ( 0 IS ANY SIDE Of THE DOOR. SGELITE OR TRANSOM. 2) WOW BU-S DUMTED DN THIS SHEET AS't%' ARE BUCK5 WFO^uE TOTAL THICKNESS IS LESS THAN 1117, 1X VDOD BUCK$ ARE OPtIONK IF UNIT CAN EE RSTµLED DIREC-TO MASONRY. WOOD BI%DfS DEPCTED AS RX' ARE -a' TMOK OR GREATFR. NETµ1Al10N TO THE SUBSTRATE OF AW) RUCKS TOM ENOBJEERED BY OMERSOR AS APPROVED BI THE AUTHOR TY HAVING JIINISDICTK)N. 3-" OR ATTACHMENT TOMETAL THE STRUCT MEMBER $HAL BE OF A$ TO FRONDS FIAL SUPRORr TOT FRAME OF THE DOOR, SIDEUTE OR TRI.MSOM 4FAPPLICABLE,LOAESTOESIGNRRESSORFFROMOOOR SIDELITE. iRN350M OA MILLION APPLES TOTE YAOLE SYSTEM. A uMXLFP.PF. LYR L e 9pTp5 eMBEwnENT va' INSTALLATION _ MAX 1 W4 23 OPTION 1 NSiANLAtN3N ANCHORS EDGE15 T02z WOOD. DIE I 'tl67 1 'Es t - J EMBEDMENT AND EDGE Os`A RER ]Y 33: '- "33 SUSSTRA.E,BF£ TABLE 1. ET ANGHOB RE NCE lll���JJJ To BE rHRouGm ::• ._. '1._...,. '� � ' l ` ..__ ' �- I SUBSTRATE. MN. 110 FUTHEAD SMS. SEE - TABLE 1, SHEET 1 '. ]2 5 EXTERIOR id i IS 3 - ,d7.._ 8.... \ fl ?8 53 70 2%WOOD BUCKSTRW -�`� EXTEROR OR FRAMING. SEE j7 NOTE 2. THIS WME DETAIL A DETAIL B- ALSOSEEBELOw -- Q O O H O N O� a 0-, N � EMBEDMENT +- 14' INSTALLATION i Lanz. u, INSTALLATION OPTION 2 w U x $ OPTION 2 ' -BRIM �:13 INSTALLATRGHANUKIRS f Z m p 'T k EDGE 16 STALLATIONANCHORS OSTANCE DIRECTLYMNI MASONRr. OU, O F WSTANCE ORECTLY W10 MASONRY. ° O R. AN6iOR w x lasa m TY TYRE 2g 3 EMBEDMENT- TYPETEMNDMENE b $ -. i COGS DISTANCE PE AND EDG£ e I ETRSHEETTRA F II / DISTANCE PEP C Z H �. "'.�_ SUBSTE SEE Z TABL . 1 TABLE 1, SHEET I�_ D O v � 1 ANCHOR TORE THROUGH SUBSTRATE AIR - 316'1IATHEAD TABLE 1 SHEET E 26. 5 -XTERXTR 1a: 15' CPEONCRETE� F �ny REOUIRECIENT DETAIL A ALso SEE ABOVE DETAIL C NSTauATwI4 NOTES USE ONLY SUBSTRATE ARPRDfl21ATE ANCHORS LISTED ONTABLE 1. SHEET I. FOLLW EMBEDMENT AND EDGE DISTANCE LMTS. MJY NISTNLATON-7ION $HOWN MAYBE OSEO GN 6 1 R ANY SIDE O THE DOOR. SIDE- OR TRAH$OL 2;. WOOD BUCKS DEED ON THIS SHEET AS -'. ARE SUCKS WHOSE TOTAL THICKNESS IS LESS THAN I-1R'. 1X A BIL-S ARE OPTIONAL IF IINITCAN BE MSTALLAD DRECTLY 10 MASONRY WOOD BUCKS DEPICTED AS -ARE 1--THICK OR GREATER. ASTALLATN TO THE SUBSTRATE OF WOW BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVEDBY THE AUTHORITYHAVINGJURISOCTION. 3; FOR ATTACHMENT TO METAL : THE STRUCTURAL METMBER Setµl BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME O TIE DOOR, SIOEIJFE OR TRANSOM. : IF APPLICABLE LOWEST DESK: PRESSURE FROM DOOR. SIDEL ITE. TRANSOM OR MULLION APPLE$TO THE-OLE SYSTEM. I� A vNV ML�EF JI P C e'R>LtP Is10 G. J I U €%TERION .. 33 a , 5 y2 DETAIL H BNSTµLATION NOTES ,)USE ONLYSUBSTRATE4RPROPPogt-HORSLS1EDON TABLE, SHEET( FOLLOWEMBEOMENTANDEDGEDISTA F L C4tr5. ANY -A ILLAT ON OPTION SHOw1I MAYBE USED ON ANY SAE ON THE DOOR. SIOELITE O1 rRAV5O4. IT W000 eWG SDEPICTEDGNTINSSHEETAS'ttC. ARE BUCKS WHOSE TOTAL THICKNESS 6 LESS THAN T1a" tX GOOD DUCKS APE CPTONAI. !f JNIT CANBE 4STALED DIRECTLY TOW SORRY WOOD TOTTED SUBSTRATE Ull THOKGRGREATER INSTALLATIONINEE.C-R SUBSTRATE AIWOODBUCKSTOEEORITY REO BY OTHERSIOAS APPROVED BY THE AUTHORITY MOVING aU31S01CTION. 'I FOR ATTACHMENT TO MCIµ: TFE STRUCTURAL MGBER SHALI BEOF A $In TO PROVIDE ULL SUPPORT TO THE RAZE OF THE DOOR S DELRE OR TRANSOM. 411F APPLICABLE, LGWES T' DESIGN PRESSURE FROM DOOR. SOELITE. TRANSOM OR MULLION APRLESTO THE WHOLE SYSTEM. INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X SLICKSTRIP RTO MASONRY CONCRETE PER ANCHOR REWIREMENT B CKSTRNP.SEE .. 1 NOTE( THIS SHEET _ _ 14 F _ 25 _ ♦__ a IS 29 TYP-ANCHOR EMBRENT EDGE A D EDGE CE PER ` SkJnT SEEET1 B ABLE , SHEET t. TABLE SHEET DETAIL',, t INSTALLATION OPTION 3 INSTALLATON.W6IOLS THROUGH EDGC IX 81K$TRW-0 MASONRY EDGE DISTANCE 'I _ - 2X BUC ASIE_ FRAMING. 015TANCE I EMBEDMENT SEE EMIBE;MFNT ISS)EET��. NOTE 2. THIS SHEET TYR ANCHOR YPE EAIBEOMF:NT AND EDGE OST-PER SUBSTRATE,SEE TABLE 1, SHEET 1. �> 1 DOOM ASIazE LIGHT HEIGHT (DLO; DOOR RAMS 33. HEIGHT 4. TYP._GR K,EMBEGMENT AND EDGE \ DISTANCE PER 35 SUBSTRATE. SEE TABLE I. SHEEP 1. ` \ 3 B.. DETAIL: K ��....-�, : t4: 15 .. TRANSOM RARE ME'GH11WLEUOHT HEIGHT EKNT(OLO) .© 1 .J EXTERIOR .� a EXTERIOR i DETAIL, J : DETAIL L INSTALLATION TYP Ar4cHOR OPTION 2 AT11END EDGE . EMBEDMENT INSTALLATION INs$N.LATK3N -- pISTAN6EPER aNcnoRS Ecnr DR OPTIONS 22 11 ANCHOR INTO MASONTY ! :2B TABLE II SHEET t1 NSTALLATION ANCHORS /- / TYPE.EMBEDMEA1 NTO 1X WOOD ANO F.OGE I jj IM' NA% HIM ON 26 S'1� `t�� j OSTANCE PER !.T' .. 34 K$NON. sHRwK. �5c s 2 , TABLE I. SHEETS I GROL,, FULL FULL LENGTH 114' MAX. SH! - LENcrH 2X WT:tf.10 BLK,I:STRM I EMBEDMENt CONCRETE FOR �.-- - EMBEDMENT AACMOP OET2 INS HET -. t REOOREMENT - t TH ET NOTE SHEET 1. 15 " EDGE DISTANCE EDGE DISTANCE Rt..vislQ dS NO DATE I]ISI RWJ1 7N -i C = U L C C a m E v c a m a d E v C C = C L m ❑ � 9 c T� E Em } � D jj o= 0 LL H O @ C O M M D yy E� D oov G U O O D N V3 G j � O O C W U L . DU l.y dta Fes- 3 U J i Q Z > ML My O u)I- of LIJ ^a a. Q j Q Z Z x. �0 pQ O a. C] �U U. Q M LL i K)R AdU. UAII FBC 2014 DRAWN RY MANUFACTURE SHEET Nth PGT-4 4565' - 10x� OFRAME MEAD 8 JAMB #200W. C�Hwlar PVC • jU I 3-• 1 10)s' CJHIE STILE J REINFORCEMENT #20013,6063-T6 31 adr t INACTIVE 13 ASTRAGAL COVER $20004, Rigid PVC 39zs• — 1-- L,J�Ill—JtI' TJrS' FRAME SILL ( PANEL RAIL 11 STILE #20001. Rigid PVC \ 3 #20002. CeIWID—PVC 1 Sr 1Y My ( �\ SIDELRE ADAPTER v #20003. Rgid PVC - 3.079' - - - ,aT ,3 L t � 1 1 Uv d 7 + I !sm- r ass +x- JS1E O80" 3.5,E WO" I OBO' 3918' j"li 1 1 ,ors- '� J , �1)s• '—. -. � Tors• ,.— —.. I ood• C1 TOP 6 BOTTOM RAIL PANEL STILE ACTIVE (��\� NACTIVE I - FRENCH 1 REINFORCEMENT OREINFORCEMEM ASTRAGAL \/ ASTRAGAL �� DOOR MILLION 02001A, 6063T6 #20015, 6063 d6 #2Wi6, 606}T6 020017. 606}T6 #20D22. 6063-T6 2-IMP �• asd' .m' • 'M � eao• .... ass- � I BEVELED OGEE �� FRAMESCREW ADD-0M 1'MU ION ACTVE 14 BEAD BEAD <� Cdv1:R 17 FINffINJGE i8 CAP Ig ASTRAGAL COVER #2000', Rgid PVC #20008. Reid PVC #20W7, Rgitl PVC #20006, Rigid PVC 20009, Rwgd PVC 020011, Rigid PVC 221' - 1 '. , 1 I - "� Jes• . n Lam SI ii ' rz>• // a). C� I SINQLE DOOR (/ ANCHOR THRESHOLD HINGE TRIM 2U ASTRAGAL COVER \ 22 SILL CAP 23 PLATE Z4 / CPP 25 DRIP CAP 26 f COVER #2W12, Rigid PVC #I9W9. Rigid PVC #19D31, 6063-T6 #20020. 6063T6 pe�W21, 6M3-f6 #2W23, Rigid PVC HARDWARE DETAILS & LOCATIONS _-_— 47-49 62,83 d] ]P)1 l I � 52. EQUALLY - SPACED 67 1 - 47-49 EQUALLY I SPACED f I 440.E o 0 E—L, I > n SPACE/ ^ M rota 1 1 ZLL 8 P 1 a'o.c. NAx w U o f m ro.73 ~ w .0 r i z a rn "X"CONFIGURATION "XX" CONFIGURATION s1 o w Z m TAet E lI__ 1 F # PGT hrt#�-_.___ M/CrIP#M MaNrNI W 47 1 1 LOG" k HINGE DETML: O D t0 Ad 66803270'2 P300D 3PT Rh MO Lack (War 6'0') --_ �-- (L_�,J yyj Z d9 71032X1FPF% Rlmw Lock SWau 1032 X 1' PNF. FH_ 2 52 20027 S,t01e PWe Aa $IanNaa Sled _ --. 0 IZ LL d 53 20W# Cr/a Selk/ PWe AaseNNy SMlnlma filed O O - Z h 51 TS101X lo S S 5MXt2FH( SIM X15 PRII. FH 4/0 5.5. a Z 80 TSB1202 FWt6a# X1Q � � � � 61 ] 725 Fd "I Rd ()Qq 62 420D34 FWSD OW Cwitln M _ C Q 83 7632M1 PAP F UM Screw 6S2 X 1T PM. FH 61 48033N Gdde Pin 65 76m16 FXRN Bop dike PWe (Xq Stabbaa Sleel (3 Q 66W12FPFN/N Bdl 51,Ske P We Screw. (10p'. /6 X 3+P PN1 FM 410 s.S. / 67 70BW1 SI/inkss sled -70 SNn S— #1P32 X 1• PNI FH _ S,�Meas St" - 72 TSfOtx , IF— Screw#10X 1'P1,4 FH SWdeas StM A (.I.ER.PE PE#1n, TABLE 10' # PGT hd/ OaaniP#on MaYtiY DOOR HEAD DOOR PANEL HEAD 1. oo. sa.w ^his / I : 20FD1 _ D F—Si �� R PVI: + 8 : 19 L3 . 20(P2 P Slb 8 Ran GaNY PVC 3 Ad . PVC :6 ii5?-2m,3 W 51YeRrb en ea Ahm.dd6 T6 6 '. 200 . Parts Ae1 R#k/acanan aan, fAfi1t6 1 �' j i J \ 7 : 20D 5 Pawl9lb ReNaceniara Aum.606.i-16 d : 2m,s Acew Aa NOM _ R�iE P/ . I 28 B'- M, Mahe Aaee�l _ _ ... Rgid PVC 34 4 23 10: 200P2 , F�Ii Oov MWlon u_ A4m.808YT6 - 13 2M. MftoCa+ Rvidpw '!, 20005 ,-VIEBM d' ,-At6' 1d: 2110m ScRav Caen R - 11A##m FV PVC PPOR / 3 10 1-Misr Cap -���Pvc - 19�-31D1t As+rva Nl f PVC JAMB l I, A dJM2 S Oasr As Corer In1 2Dme "SYISaee -- .. _._...._ ._R d"c r 13 503, IA %e1 AMn.806316 b' 20020 Tregpe Corer Asia.,6 16 67 n 2OD21 Os Cy _-•—.— k1 PVC 2s XW3 ekn T-eaer - R " PVC DOOR PANEL l >rz; . R' Fn VMIsnItP K ...\ HINGE STILE ,I o 31,)14FP1411#aV Frwne�loWtle San Scrw %1-11ZPM14 FH la#bea StM i0ia 3z rSYMx FranNONemw San saw. noz, PV FH— It.4ss/sw DOOR PANEL 00 a 33 )eX10. Tm0 Re4ttrceeM Suw. ! x 1^ P,al F 8 afvas seed ® LOCK STILE 3 ,7 S 74 FPAX Fp LL g 3a ame aeA. it0X2'PNI. fHfH esbsa Slael • Za' _ LL 35 I14FPT i W-W Sab Meannl� Sctwv i,! %, lX P1H iH S eNss SNN S U U X 9 o 36 ISIM% NN SaOM Screw—#t0x MI FX O J g 71420X2.25 NW SIenANsm SVRw iti x2Vl PNI FM Slaebsa Slaty ") ! 33 I �i n i 4t Sdt BkXe. OurO +��lS EP 1* '1J - �o'v' ` V O O O 42 B k Oa+995.a GE-]]m 5ikcae 7t �++`�'� 36, Q m 6MLg+40 Md McMNd -- , 0 INTERIOR a� a 41-)3 seetNwa+wa BOM. Tame9 $Nee112 ,T"\ g J dD alaclia CaP AcHal 4 )2: • N. 91 MPS Ac+iw Aal Acrid • 37 r U la- 2 33DOOR , \f a JAIM22 5 V 2 z m d ppvLITE OPENINA IULOI SIZES ' 3 - o a o WHENUS� PART#3IWIDERAXSORSMESI N- ",2 XOWR 1R a IGrt-12.1=ILO HE IGHL - X IIOR FRAME w1orH.1z 3 - DLo wm1H SIDELIEtTRANSOM ; i! IXX I(3oR fRAME,1EISHr1. =ILo 1,EwHr JAMB W/NARROW I. DOOR Fl-tE WIDTH' 21 5. XO W H sLTRR FRAPEIIEM#R 11A DLO HEIGHT FRAME SLi/lR FMkff WDTM ,2. DLO WmiX WHEN USWO PMTt 4: (IURROW RAILS di STXE6) DDOR 6 - sLTrtRFRALrtHE,GHr e3 DLO,EIc T SILL $1.T?RfRANE WYITH a-DlO WIDTH a� SIDELITEITRAN60M -' - 34 `. SILL W/WIDE FRAME (HEAD SIMILA& A R.PE. 1 j(* NO. DATE FEIC 2014 DRAWN BY MANUFACTURE SHEET NO. PGT-5 Peadwa AptarmrN � ldaa- ,.. .. appil.Mwrr Type -:. aPpxonwaowaa FL626J P9 Rowan Cade Vngma 20I4 APPav'atwn Stabs approved Comments armrved Product Havii urei GAF tlaresyPnmr -Mall v Campus give Rl arlapDany. it- (923) an-a4n Ixwareandtrwryerd. tom arakarl N Siyahre fJHM1 McSorrey IindarenkQbmrryem.cpn Technlul RoPmerti n. ve Beth N.Sorky (,-T aadresyPno,re/EmaR I caarnwrs th.ve any, Nl O70S4 n9'3pp) RI-11 m[zo0eyrarpaf.com Qvia y awaraae Pemeamtative aWrass/Mone/Email CAnoory Ronan, subcategory RWhno Aecesuvks mad are m radega'al PM d the R-hit System Compliance Nethad Evaluanmr Report from a Flo von Repetered Arefilect or a ticervea Florbn Prorestgnai th4 N-h- Report - N--1 Rtt»i:•ctl Evanwhina, r All- Wore wed n!"id of Honda lkmse nx• -1 h-rvn PE -Sates (Rarm aswavice rmM tit tit Quekly Asian Comracl EapPMwn Dan DI/I7/2016 Validated By sar. W nneaench, PE Certrncan d Irideperr0evrce Va6datwn Checkan - xwdcopy ReMved hare" standMe and year (ol standard) faaoara Y TN GI55 20D5 TAS TaN I.,TAS Eaammmte Or Prgavd smawea certin.d By 110 1000 -erns rmm ace tors: RrgvuvG CaMPONpr E V at W Iaaa: Product C.-- Roofing FrbCMagory: noohrg Acceswries that are an integral Pad d the Rioting System c"PaNra StMmwnt: GAF Roof ventilation Pradir,", as Produced by W. bare demo-ted romph.- ankh me foniona ig ]edians of the Florida Building Code through testhg In accordance OF, the idwwkg Standards. Cnmphmre is whjed m the hmtaliamon aeaurreraems and Unalr win / Conditions of use tel with Mrern. 2. STANMRo3: inthR uandat9. Ynr 1:23.GS2U lib 0.xm Ram OXXAh 1995 I23.65.1-13.1 Pkyskal Propwtiet TA51(0 z000 .-I M1mometH AS1M G15s ant 3. RTFMI-: E d�Rlt ESQ g¢gglg Rag€ hiss] sssel Phvt opaatks 0 19o35Al do./NM An ITSI sssa1 lid Dorn Ribl 0. 9rA. a -,Lila p5T An ls5Rl WwtlP 31-Ia I(YOal20o5 ATI�Trs s) Phr aPmnd d� atl rtsr 1558) it =Rain -in-,0 Id/eldrer An(RT Is. edch Wm A5250. h. 02/]tydn] PN(IST SRTA) hid meta a hi-0 On/N/L04 M,TTSTsB7N Parysrt Pn Ow- Olin a6Aa/tool PM IRI SP]gl wed Driven Rain NRP o101-01 1/01/lOro Ad MT56']g, Wind pawn Pan eRr 021-o201 l"ItTlL03 PNST 0SRrB) Pkaskal Prapanies 8RY-02s-02 o1 W171a ear(nl seta) 'distal P.openin olNr/- ,in(1STSB7a1 Wirt tlrnen Rain GAF 13Ao2-I o'ONj00t vm(I.Sala /2011 ETe dish, itsllN l) ^0,-- ropenks 'c Ol�1e]aw,o o]%d/20o0 lCens(d Nit) Phnnail'- es tic. t.- o 042</kUl IA6sIRT NIII Phytiry vroperxes FIC mTlbla959A OB/i)yF00) ion; oaae Ir:ER 15911 cwaeR UNI, IIC.IQW 962s) quaNYfmxrol mwnpa, RYDnrl0.1wr2 OI/ZT/ipts 4. Pa00aCr OfSalPltoN: 4.1 Cobaa -. Vint is a low -poll. at be vat of mesh nmchwn to . gte rod sysems. The Product rewPp v M-1 vide lwd in 20 M 50It hare, rolls M' plibed w l I I Smart n rN or 2X' Nish-. 4.2 fin• Ri/d Yarn 3-15 a past �, bwp f k attic rage t b n sMrgle rtNf ritems With V inchwxNM1 dtlgp caps. The Product meaanet 1) 13/16wch wade wPPaed w cue -inch long sertiora, and N supdkd vain 3-inch Img shankwrh. 4.3 Cobras Red than 3- - r is 3 plank, low-Prdlk attic ridge vent for use in shirgk ,of systems wkh IDanch width ndge raps. The poduct meawres I1X-inch wide wppeed rn aa-illti king sections, and rs wpphed widr 3 nah ring shmk rash. 4A Cobra Snare Country' a a plastic, low-amfik attic ridge - wnh fiber for use in shingk roof wn.rm. The product me sores 13-13/IbhRl vnde supplied in 4&incfi -6 sectwm .'s liar,'sow CP Ar RAnnPed-is a pNstk, win -Profile attic ridge ve with fifer for use m saingk roof sy..- with 12-inch vAft ridge caps. The product meawres 13-13/16-inch wide supplied in 48 inch long sectbm. and 15 winged with 3 bvh nng thank dish. a.6 calve• Snow country A4vMNed- • r n.a plastic, bwyrofik attic rXjV vem wilfi fule, for use in:hinglit roar, systems with to' -wham rbge cans- TM Product meawes 11 rX-eRh wide supplied4 in Oath hang wdrom, and is wined with l-h dug shunt rails. 4.2 Cabs- Ridge Reavery rs a pohmmiarkne plastic, Iow-mdRe attic edge vein for me in shingle roof craems. The Prod-meawres llhtinch wale supplied in 20 h wag ralh, ant n suypued wim la' cos -6, hrrb RnewreaMOeagn, llC ewbwrbn aeon WSdaA - cwrwarawrwwiwwnANN EtsnT4N aeWbn?Oraiiii Old Pap2pa Der. SubmEea owos/2o15 are vNidaeee w/I38/2ms -nit W"Ohn- "t21tot5 Dove Approved 05/23/2015 iwmn..y or nwuw Rl a Model, Mwnbm cur Name DetcrlWlPrr 6261.1 CAE Rmr ventlbtkn ProdO- Low mode roof ridgn s<nn llmae d use pwtaNMbe 1MaaclbRa Appian!fin use M-W v . -..� : .. , .. Applaaad for YN eamvNv MM: yes Vmhed BT ROMrt flkmmen PE 59166 Impart ReriMarr . N/A dined by IndepNbe" TMN Pen, yes laaraim anaawrre: Wan EAaRRMNA RaaxN heated try indepe- Invn Parry: yes faNe4Yi su � xnx nw.... rl .� rt +>ma Daze. xo-maix'ad nor 5umdrbawa Ran A4,Y-fO wnMaye.. CvavzIM1.LC01.2Wr ur> ...0ba6y3alapmt.:9¢aVti&sSlYmdat lkhdrd.51ffi0eot w'wxrw Xrl:rx:ro,surN<s++N.nke+.wrm :. sou, -Karma., rea.aaa r.row m.war.s�r:9. m,m�mnwa��Dawh��. ww�an w,»+ aez4wey raw. ore. melN pin.cep nrarMuse4 car Nrrtiar.mnmr,nradren writ me brense.. 4tee a art m4.aaa ro:cepslxwuu apx.t.. pease wn+.srr%�� anew aaum.Nda onlN awae:ea4ew ao m. Pr,rxrM. %�,b:re,mm rou w. a = rm apes+ss, rs., passe nka pie. Roden aNraral AraNN: 4.8 T aslMaa Ride - is a Plastic, haw -pout, attic doge. vent Tor we in T1.9.1e• roof sy 1- The product measures "A Inch wale supplied in Q inch brig sectrosrs. 5. Uuna- 5.1 This h a building Cade evaWathan. Neut- Trinay I ERD nor Robert Nieminen, P.E. a way , y, me OeSigner of Return for ant pro)ed on whA, this Evauation Anion, a prevwus veniom mereofee/was used for permitting or On. gurdarve unless reUlrred spe,d"Ahr fa that Purpose. I., 'l., Evaluation Report is ratio,..in led... 5.3 MinimumtlopesanasI.Par- heom uae EvM1auSt vent Cuba- Pigb Vent 3- 311 Cobra• Rigid VeM T 9' 3:11 Cob.Snow Coon"- 3:12 Cobs• Snow Cpmay advanced" 3:12 Cuba°Brow tounvy Ad`-- r 31! Cobra• Ridge Runmr• 3:12 TroslaN• Ridge Vent S�s2 5 a TM manow, minn, hoof freight for C b Exhaust vent Cobra• Red Vent 3, Cob Rigid vim 3 - r, Cabral Srmw Counoy Color Country Adv d'• Cobra• Snow Coumry advanced'• 9" Cuba• Ridge Ruiners curb Iniolate- lodgvywitsahakM 33i 55 ImGR¢twn tall ttin mr h vmtWthan area re4tinemenn set forth fBC Sectims1103.I. WMnmore min arc IevN of roes rxlge ewsting over a skrgle attic spa[a use ridge vents only at tM M1gk ridge. G RMTAWTI011: 6.1 GAF Roof Ventila in, Products shall M insagetl'n al -Au, wf W puhheMd-nstapatim requrrerha s subject to the unaltuons set brTh A section 5 herein and da sonah t rested below. Ewewd4n aepen 4ldPAa2.d6Aa PWB)4M aw6wn 9:MAm/1415 Pad Spa REVISIONS NO DATE DFSCRIPTION EXTERRDR RESEARCH & DESIGN, 11C. ,... 35'entlk rcal,won .itarioe~3 '1 t;'\.h '.."; 3 CHRISTIAN STREET, UNIT 413 .. -. - OXFORD, CT 06478 PHONE:(2031262 9245 1" (203; 262-9243 EVA2UATgN REPORT GAF -- -T- Evaluation Report 01S06.02.0649 1 Campus Drive Ft6267•149 Parsippany, NI 07054 Data of lswarMe: 02/28/2006 Revision 9:04/02/2025 SCOPE: This Evaluation Report is issued under Rule 61G2D-3 and the applicable rules and regulations goveming the use of :� q constmction materials in the State of Florida- The documentation submitted has been reviewed by Robed Nieramen, 4 e' P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential volume. The a products described herein have been evalwted for conspliame with the 5i"EdRicn (2014) Florida Building Code sections referenced herein. 4yQaI e OR OD'-dgY: GAF Roof VrnWation Products ✓' C ` e IAeFLMs: labeling shall be in Mwdance with the requirements the Accredited Quality Assurance Agency noted C + @ 6 herein. o v r e CgntvnNBICOMPIWe'E: This Evaluation Report is valid until such time as the named produchs) changes, the referenced 1 M Quality Assurance documentation changes, a provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nkminen, P.E. R the product changes or the referenced Quality Assurance documentation charges. Trinity] ERD requires a complete review of this N Evaluation Report relative to updated Code requirements with each Code Cycle. im rm+ v EE AovlmN6raENf: The Evaluation Report number preceded by the words'Tnnityl ERD Evaluated' may be displayed in v L advertising literature. If any portion of the Evaluation Report is displayed. then it shall be done in its entirely. Ci or Rasxirlde: Upon request, a copy of this entire Evaluation Report shall be provided To the user by the manufacturer or •� its distributors and shall be available for inspection at the job she at the.pawl of the Building Official. - G This Evaluation Report consists of pages 1 through 8. Prepared by Robed I.M. Ntemmen, P.E. Han'do Repot -cub 591.,, flmldo lXA ANE1983 CrvrxaAlgRu Irvteeeapae: 1. Th"ItRO does rot have, rror does 4 Intend to amen, or who 4 acqube, a financial imerest iv any romcary manufxtwing or datrihuling Droduds it evaluate. 1. Tri"'i" O rs no] oven ed, oared-ontiulkd m or any copares OAAA urrng or disc flihing products 4 evaluates, 3. Robert Nmine , kP.E. ones not haw as wRl acquke, a financial interest'. arty rmnpam manufalmill, or darmbunng Woducts for a which tM evaluation reborn are Ming awed. n a. RUMrt Nicmlrrm, P.E. does rot lave, car vial Mnwre, a fiwncul interest rn any other -it, involved in tM approval laaeu d the E poavct 9 m 5. Thrs a a building Coa evaku[bn. NvMvA T-01lRD roc Robin Nreminen, 11. are, A any way. the I igner d Record fix any ca'2 - poµH on which this Evaluation Repot. m pevinus versions thereof, h/was used for "'whein g or dewt. guidarce unless mtaned $ !a wA ficaay far that punase. y m to m a m m " e CC ��0 CUW O�L J � � ca GU U t ps yL4 1= 3 m 6.2 C 'IawuslVmr: 6.1.t Balk a cut4ine finch oil exit sloe of me rage ant <ai a slot ahang tM apes of tM root meawring 2+nck (tar rrvis comnuctwn) or 3X-inch iron edge pateconsWdion), red slot should terminate 6irvkes from each ern curb 11-inrJws from hiprntersedrons or chVnrreys. Wl only Thar sheathing;do, esout trusses.Fit- 622 Unrag Ow vent alongme.¢ntire lengdr d the edge, cownrg uncut b inch sheathing area on both ends. Shortor limps ante joined by carslkirg and WningtM erbs. Fgwee. J Z 6.2.3 Apply a Mad of polyurethare roof sealant to tM underside d the entire perimeter of Use vim and dais with rmn. 2X inch galvanized ring nand at each corner and IPlnch o.c Do ,red use eAitiarve roof cement, as a may ,ewft In W slxngle blistering. O , 6.2.4 Apply R bead of poNureuviii roof sealant In the dap: d a -C- to the tinders el of the entire perimeter of the cap rid WMngles, aml t ii lap shrrrgles directly over the using Smart W h^ or la inch I ah IwpNkd -Ida vent)- LL TO.-Q Q �r LL. ' .\• i ! = V Cre , 1 CL tC 6 2 5 Cob • ExW rt viint (hand had - ) and [abaa Exhaust Vent ( n gu ) h +ink or 5/8-iMh rownal EV mkknets, heovltiel, to Win- vmhkyan. Care shall 1A taken rot to nosh or compact led product du•1ng Q insWllMmn, Fig-D. J ..------- -----_.____ - LL. p a O I J din U. tivndaaW Veamn NNGunVmwn JOB NO. DATE FOG 2014 DRAWN BY MANUFACTURE E.ewtmaaw.Aw oNNa ur. EwwrwnR.Pwt plsN.oz.ebp n•aanw,�.adw6wdwa.aN, "a'a'.Fa SHEET NO. Rerkbn9:0a/OE/ims rya.da GAF - 1 6.3 f--ItrrrroVer.3-, RrWVae SxO-C(aRn RIReag[p^Rea—lDaeeM Awaw[m`-Y: 6.3.1 Mack-Mf and . the dot opening of fogows, ensuring that IN ells of the opening stop at least 6MCh from arty end walls Intl at least 12 loch from hip and nor irate or chimneys. e NO RMp Bwrd:4naJ/6bcH opening on exhsMe of tip rage (Figure Al. wgn llwpaewre: atal-s/a-ir�dr opear�a ran exnfidaatne rM.lfrapa 6). I�1 i 1 J f Wig. Board With Ridge Aloafd 6.32 SeaYm: Appty a bead of igkone caukkg IX tool Cement Ip the underdde of tfe ovtn baffle along both edges and at exposed erdb emwing the oolige edges wlpre the vent nneerf IN shingles are sealed w0 the cxAk or f o0orl; Mena. 6.3.3 Va. PleaxreM: Saaning at one end&,he slot, dace center and Coot— IN Cobra• rgM vent over the dot with IN vent firma againd thetool surface, e—Mg IN vet eaten. part the tkR QyeMog by at leant 6-inch. 63.4 fasteners: for Cobra' R%d WM 3", Cob.' Rigid Vent 3" - Y. Cabs• Srow —WAdva oed'-aril ColYa' Snow Country AdermeT' -Y o.W, Me IN r ring-1, all, ho iuded). fora Cobra' Sao, Country"', rase tells at bast 1R, rich ar to ge"nails must -Mays penetrate through plywood decks or at kart N mch inm wood palls. NOTE: CJd --oil, 3nrh 11%shank nails here —tared uprh resntaxe. 6.5 5 5paory Anal the vent sntbn through the pre moiled nailing holes located at 3,12 24, M aid 45 inch 1'om the start of exh48' I Ipine 6.36 MIMe: Appry tl bx9 tCobr Fd secamsover tie length of ttp rdge using theovedap/und4'ap labs. 6.3.1 Il 6hMilea 1 tali age AM"'le, -M arcordance whh INeW, manrdxturei s 4ubhhNl immllateM ens ectans. using Haas Oetailed'n 6 3.4. A rail Ime rs imcribed on top of tip Cobra• rgMvent to serve x a guide F.aedw Raewtlt aid pryr5l[L (emjawWAnWrmtluluSW E.wwtl-n I[np>t otsacm.ds-Rs i1636]4N R.wen :a/m/zdu 9 P.wsofa 7. 8—. PERM- R[O[NN NEam: Af requued by Iha au4drg offe.1 a AMN" Havbg Iurisdktbn in order to wove w-bate IN Mal.fite oo of Ne wnde[t. a MANdfACTwpa P—: Contest IN Mee facture or the named r3A IMM, for, of—tbn oo pares covered under Rule 6162 3 M reR Moeaoa, A QUA[T'AgS me, Erxav: Le. It C.-QUA9625, (M7) 664-3291 - FNR Of EVIILUATIUN RFPOl1T - Fabdw aeaewa W oealarr,LLE'. ..ryxrr d,unnememn asses e..l.,ue,r IaPRrt mse6.oxAagg NAu]-R9 g.ellbn s,a7dz/mss P,gaeafe GA CdsA•Rloee Roewe -A 1.OrR 116.3.1. 6A.2 Rex a 1-foot seatbn to he used as a [eol*. for ayi, IN eenl W[ (figure E-G) aril cafe, IN Iemplxe/ lxates over the rage Cap shingles at the bM...g of the vent slot. Nae tle locatbo of the baffle (figure N). Mike sure to do Nis at both ends Mthe indalWbn. �t 6.4.3 Measure the distance frnmtheedgeoftl,a, Wsled to the—oo, balFle(DI.EsaahhshachaN R—loogloe sideofthe ridge (figure 1)..—Il the vent aril use the included 1-3/4-irh 1—le: 000firy nails m xech the f side of the whb i 11w 1f1e al anh Ile Rrre 1 u . P win I DIY yen- the eateries n w grpd tip tha I g m n r«eea [ pskg me 1 inmrva Eas rear" s teen m custom sire tip vent m t to I h. H [M Eas Tear" s teen col be u[i11 d y ys he apwoaa I V Ys can re use a Wldy knife m vae aid Nee gun taaRM a embossed p. tM1e W n as a guide for prQpeny attaching vent ro IN tool. Tip vem shouts Eel red pn birth centao, (Figure g). J �1 � r -A A NOTE: wan fasmnrrg IN vent aril ingles. W sure that the irbded 1 3/4-irrch Coil ..It mmpk * I,e—ate plywood or or" III at least 3/4-inch p oellat inm wood plinks. in the case they do not to. mart use aheoete nails vme Nprovide the renuired peneoatbProceed w n. ith attaching the o lren fide of the W hen ms baymg to rote down tor[ he snood sae do NOT begin x the ell; begin between the fin[ and Inord --foot sections aril then return m fasten the fin[ one -root section. This ma Igoe for or—e fd- fawdar PAa-arrA Bed 4dar.11t. meRwna W A,ww,rwsm apa FrakwtbtlNRwtp1566D]A61a RlZ61-M g..wwna: oVoryxoss Py.4xa 6.4.5 I.Aall edge Shingles in adesdmce wM shingle manufacturer's published MAI Ration imtrudioes, using IN nail lirps on top of the ridge vent for proper appmg. 6.5 TauSATA1ho¢wRr: 6.5.1 Oo tfpT use on Ides. 6.5 ] ma8 TtuSa[e• Ridge Vmt before installkg the flea states. 6.5-3 hater deter aeo, 0p fIXal length of T Sate' PMg Vot mR— (foe pope —Noon), deteorie IN necessary AA taming Mae ft and cot the slot opening m,IN the ends of the opening sang at bast 6-6Rh from any end waas andIt le 12 M,hflon by Ildrag Irne Mlb-orm 6.531 Roofs eathM,t I ridge board. Cut a 7/8�hW." log the ridge on each sMe(fgum A). 6.5 31 Roots with a rage h—,,1 (ut a l-5/5-kgn ownag along the ridge on each sloe �f gore a). 1� No R Uge BavC -.4 ioda11 an 19 Inch wide section of ASTM DI970 self adhering leak bankr (Eoldrg Lbritla Stxewide Prodod Approval or Approved oo a la'al gads) from the edge of IN ridge slot eaend oli down cowards the roof deck oo both stile a the dot_ 6.5.5 place the TruSate• Ridge Vem wen IN ledge slot, 'peaked' and [entered over the ridge dot and attach using oroho"', 3wh"nng.sltaM nail( through the we molded nail holes on 1. vent located 3-irch from tN,rds aid 9 inch ox. fastenen shall penetrate lknugh ptynnod Antis or ended mkrkrmm k krh into wood pant dnlu. 6.5 6 C Me, over the length of the ridge, ndgmog the maie/female Corr Hon tom toe[ units Ensure the fbifed enh wile tN pre molded end Cam. Corer ag ere A nail heads on the vent twtk d8cone rwA btaR a beaA o! ¢Hera[ g ade Rik— wean[ at the downsbpe kadbg edges M the [edge -M, x tat )unction M the leadxg edge and the leak bancer below 111.1 Rntall the top course of ImSlmr- field slates, U-111 ck" Ue 8 Mohbn Battler IMl To,%Ae• to. sixes to auprd-ra w GAL YoWited mstzltatiun iv]udions IMA Tru6late• tire Sales eith I0 rich eaposu[e udng rnvgmum 15/Birel long ikcF (crews through predrigetl holes, Nfough the ridge vets to engage aid wood de.k. bedw Reftardrsq p-fgn LLL Fv-kwlbn RePad O15116a1L16R9 N6M]-K uykbrrxWm/zdu P.ga]xg REVISIONS NO DATE DESCRIPTION a d L � u_ Q O ` � z Op w Q e E O eae o a �a yNy O 3 m W J r- E 0 o III o -2 m h' w v `off N � e N � � O O O vUyW O fn L N 0 p o nU U L T NU J i Z NO w LL > a IL o. 0 LQ w r LL LL O � O � O to o O J LL O J IL )O8 NO. DATE FBC 2014 DRAWN BY MANUFACTURE SHEET NO. GAFF - 2 a 45DT-fit Product Evaluation Report APMrcamn Tice Pevrvon COG vawn :!Did, Dale- lam 7, 2U15 Awwatmn A,tus ropm.m cwnmaNs Report g: 2241 Arcn Report Revision ft.. 1 mead nA`,,i1owa 1... 1.AGreAven4„eyE,ewi 1. ma Dive Project R: 415-0229 µdtt4 A, rr 0 116 (406) 553-0e1a Frt o Ne..WvanovNpvpwmucts. cram Product Mfg.: Ycan Mf Ka Ltd. 1 Memorial Drive aaNmzm :a9natu.e +w,na, Richford, W 05A76 w< ;Ase .gym TtthrMN arp,ea•rAauve rx Lrma.N Product Description: Kaycan Virryl/PVC and Aluminum Soffit AuprevenP.e/E•w w1s. �m nto_1 Product Category Panel WalK _ (662)253-9991 Jne.rurwo-wpkppredaA.com Product Sub.CinER7rY: Soffits Wants Aswra,vs RaP.euniNrve Aaeresvwwnelemwr tact tuMine aoz sere. A Com nce Method: Product oval Rule 61G20300 1 d)- Product Evaluation Report Licensed pga Appr N I( poi by a w�NRm, VT 05495 (662)252999J Professional Engineer Joe.rw�mavvoamuctz.mm Prepared By: Robert J. Amoruso, P.E. Catyen' re Warn Foride P E. Akn 49711 wbrNe9an s PTC Product Design Group, LLC, PO Box 52D77S, Longwood, FL 32752-0775 FloFloridaC of A No. 25935 I Canpiance FR<nae Evaluatwn nr0m Arzmittt n• a lrensea Fbrpa I, A I- RegsmreC wMas'aaN fng,wer Nawalwn Report - na,w.aoy aaww.d CERTIFICATE OF INDEPENDENCE MF Dyitalty stgmd by Hobert Erpmec J. 4 1, Angnuso FlwMa a Artnrtee; Nome few 4t•wePee tvawNwn Awen me Ibbern Amauw, a E. PTC Product Design Group, LLCaM Robert 1. Amonlso, .�:;.} DN: -Robert J. rvwpa lvms. e P.E. do m[have, norwdl acquire, yfireraoaldnte m[ , uses PTC Amer Wanly Aswwnce Emu Arch Z. troop.." in the company manufact rig or distributing , Design 1 = Product Design Group, Wmev ASSerwxI cwmacc towlaran nee ' V 31/2016 products) c wen f by this Product Evaluation Report i t = =email=robert@ptc- vaedxm ar f .,re•en n. w,rn, eE corP.com eyUS WiNMwn GerYlut-nwaopy lk-d PTC ProdnR Design Group, LLC and RobWt j. Arm f Date: 2015.06.07 M56:37 eemnrxeuIwKT,erdmct �. •........... ::.. ....___ ...: P.E. do not have, nor wig acquire any 6nanpafmlerest n arty other entity imrohred in lM approval process a .' �••'-04.OD• testing of the poduct(s) covered by this Product Evaluated by; Rare A-e and vtar (on st,..1 tgassaun, Tar Evaluatlon Report, Robert J- Amcs.., P.E. A�SiN D)6)9 06a Florida PE License No. 49752 Eaaenct NwaavR _r.. w Cemf ee El Flo,Ma iNeasM waressiowr Ergr,ea w acnrtett ,.. ,. m produn Design 6rous, OC Praleri-1D1 (t19 gobeA-rtl. AP.E. . .. P.0, Ra anrp 520m- Lwuud, Naha 37M Pre8s16wkrvbn Report FLN4,ato 2 I Secua,s nvm me [gee Phone: 31t4 lygfi Fa: niif 1199 No. Ial, Rev.1 Page l of FSPE Catllbtbn dAWMrlratl0n Nw 2511n wmw A.pP.o.al nemea Rotund 1 pP6on o �rt swbmatte owmJzols 0.vqug Per-g4 oysJ/2aJI Dne reC Appwat 06/1y101 Dare Appovee De/Je/2015 Rnmwry M Fn9duRa es R H41a1. NumW a Now pRwipNn wnwrvt ww Aunwnwn went sx mumleDon tmmdziwas ran wmvn noanF = M Uae IwRaRFtyn FnawwNaw APpuvad - aw In Ny1R< No APPww/ fir w artslMtNML Yes Ytt4nd EllRocert 1 A- P E R t! Ro. 49752 Lopata RaYbM: Ro cre-d by IMepareem nr vas pewan Ir sun: wA Ewt tanw, RRYarta pure: Ste l,etaeation laaenamomm ra Des sn erlcawas - _ CmateA a c-I-t Thy..- r.3 ArrAff A • AY tesung at 1.5 times the design pressure drown on the imawin tallalion drgs. R703.1.3 Load Resistance • All eMeriorwalls, wall covpings and soffits shah oecaysable of resistingMe design pressures in Table R301.2(2). Design pressure testing satisfies this requirement See waim 1730.9.4. •� R703.11 Vinyl Siding • R70:1.11: Labeled des conforming to A51M 03g19 • R]03.11.1: Jmtallation per manmlacturer's imtallation in5trucMnS. PTC Faded OedDa Group. LLC I Pye No, 4/5-0129 I Robert L Acn -P I.O. gm 5mrt6- tongwoo6, Florid• ty251 product Evaluaim Report FLNo49252 Ply-321 IM Fa: 321e9O1719 Na 21A1, 4:1 Page3 of FRPE GMfcatbn d N sho'bation- mn Ar'Aff Evaluate Kaycan Vinyl/PVC and Alumimm Soffit for conformance to the Sth Edition (2014J Florida Building Code and Sth Edition (2014) Florida Residential Code eKdoding the High Velocity Hurricane tom (HVH2). CODE CONFORMANCE The Sin Edition (2014) Florida Building Code (FOP and Sth Edition (2014) Florida ResidentiA Code (FAQ -Wirements specific to this product that have been met by testing (Reference 2f, engineering evaluation Ithis document) and engineerig analysis (Reference 3) are the following. • 50, Edition (2014) Florida Building Code (FOC), Building Volume c 1609.1 Applications • AN e,cerW coverings and soffits shall be capable of resisting the design pressures specified got canlJonenis and cladGng in aGtadame wRh Section IFi09.1.1. Memfacturetl soffits shag be labeled in accordance with Section 1710.9 of this code. 17109 Soffit • 1710.9.1 Product Approval • Prodwt approval required. • Net free area included in product approval documents. • 1710.9.2 Labels • 1710.9.3 Label Information • 1710-9.4 Installation • Manufactured soffits shale be tested at 1.5 Rmes thedesign pressure. The desim pessvre5, As determined from ASCE 7, are permitted to be mW[iplled by 0 6. �. 1404.9 Vinyl Siding • Shag be ceRified and labeled As conforming To, the requkements of ASTM 03679 1404.13 Mamfactured soffit malenah AM sys[er4s shall be labeled 'in accordpnce with the provisions Of Section 1710.9. n 1406.2 Combustible Wall Coverings Plastics comphing with Chapter 26. (i0 25.2 Plastic Ve=- Emerior use • Plasbcscomplyingwbh uon Sec2606.4 .4 S 0 2606pecifications • ASTMO1929,Self-gnitlon Temp>650'F(343'P Per Refereme 2 b and 2 c (his e: rent. • ASTMD2843,Smoke Oemity<75 • Per ReFereme 2.b and 2.c Bus N met. • ASTM MS, Class CC-1 or CC-2 • Per Reference 2D and 2.c this is met. • SMEditio.(2U14)Horida OultdWg Cade(PBC),ResideW,aAVdume cR301.9 AN efae toe coverings and soffits shall be capable of resisting the design pressures specified got canponent and cladding in accordance with Table R301.2(2) as modified by Table R301.243). Mam/actured I.T. shalt be tested at 1.5 times the design pressure. Design pressure testing satisfies this requrement. See section 1710.9.4. Pit fin,da t Design Growµ LLC -'act No. 4150129 flobirt 1. Amausµ IX P.O. ben stit"S- Longwood, Fork, 3T252 Pr cteraluabon Repore HNo 09)St Pion: Ul-MI789 Fa: 321. 171h9 No. 3M1, Ray.l Page 2of6 1-certilknbn d Aud,whabn..25935 Ar'vAFdLw In accordance with the 5th Edition (2014) FBC, Section 2605.2111, Plastic Vemer - Edenor Use shall compFywi[h Sectim 26D6.4 As follows for Vinyl Soffit. In accordance with the 5th Edi ion (2014) FOC, Section 1404.9, V1.0 Siding and Soffit shall comply with the rec aremems of ASTM D3679 as follows. In accordance with the 5th Edition (2014) FRC, Section R703.11, Vinyl Siding shall comply with the requirements of ASTM D3679 as follows. Tensile testing was conducted for the a)umioum soffit in accordance with ASTM ES to ascertain product minimum strength properties. Test Stallard I � I p ; B O O � i Aomphnee, Criteria Temlk Smoke Self- Cl- P/F N/A V Ty �„ �Dertiffy Ignition C-1 or Nang -not w4 rtgWred. <75 C 2 .__T_ Test Test Report I Report product $10% > 650•F Dart AT N/A SS963.01- 1/3/M Vinyl Soffit Passed Tested 1 8.1% 53.8 927-F C-1 ma in._ _.__-._. _ { 55981A3- 4/26/200S AI.W- N/A N/A N/A N/A N/A N/A Min Fry=9.86 ksr Min Flu =21 ksi 121 .1g_ -j_ _..__ _�.______.__ _____-I PTC Prod -Dentin Gmwp, LLC t Fr0]eet Al. a158119 Robert 1. Amain, P.E. P.O. Sa S20m- Longwood, Honda 37152 hiduR Evaluatton A4part FLN444253 PMrw:311f9M1170 Fav: 3314964)g9 N0. mt, Ile,.l I page4of6 Ft. 4a0firation W AWhorhrtbn hid 25935 , REVISIONS NO DATE DESCRIPTION ua°n � � m � lot 6 c C P o r e 4 -$ M a oo .9 o� 6es y o G v T U A yLL C _m m ti4 m Q 0 � O E cc a wen$ Jto U rn LL m Ov 3m J F- O O a J F Q Z p Q N r U I Z a. Q co O Q to O (Y O U_ J lL JOB NO, DATE FW 2014 DRAWN BY MANUFACTURE SHEET NO. K - 1 �rA� iN L, Design Pressure Ratings reposed in Reference I.a are based on Structwal Test Pressure determined by testing (References 2.a and 2b) to ASTM E33"2 in a manner simulating wfff imla8rtipn shown in Retemmot l.a divided by 1.5 in accordance with 5m Edition (2014) FBC, Section 17109.4 and 5m Edition (2014) FRC, Section R3019. DESCRIPTION AND INSTALLATION REQUIREMENTS OF THE PRODUCT See Reference 1.4 for descriplon of soffits covered by this product approval document. See Reference I.a For nstanaaon requirements. LIMITATIONS AND CONDITIONS OF USE This product esaluation wmains or makes reference to specifications, technical retailsand installation details antl/a methods that pertain to the proper use all/0-mtapaton of [he prod,Itt speared hWen. Spedfic 1 mitadons and conditions of its use mi ding but not I- uod to the fogowirg are contained in Reference I and 1 P I in ac da voth -Slate f flonda Product oval Rue 61G20-3. are the suq echo rodua a con nce the o I ApPmv Apo • Design Pressure Ratingloft . Installst'imi-tirkbom. Imtailatwn substrate requremems. . Product d—ption • Imtanaton anchor requirements • Product components QUALITY ASSURANCE This pradud is mamrfadured under a quality assurance program audited by approved Quality Assurance Emily ArdRtecWral Testig, Inc (ATI) as required in Rule 61G20-3.005(3). See FBC Cirgary zatiOn No QUA1844 for approval under Rule 61G20-3. APPLICATIONS/INSTALLATIONS OUTSIDE THE LIMITATIONS AND CONDITIONS OF USE Rue 61G243.005(1Ne) states?trtlonal engineering analyse camun be used in lieu of a standard test required by the Code for approval of Products within the scope of the standard, compt that projea specific approval by the oral authorities haymg j,insdidion In accordance with alternate methods and materiak authorfzed in the Code." My modification to this product as eyaluare ted In this port and appr oved by the Florida Building Commission is outside the swpe of this evaluation and will be the responsibility of others. As allowed an Rule 61G20.3.005(1)(e), q je<t specific apprwal by dw local authorities hawng jumdictlon maybe used given an appropriate rational analysiss ronducted and deemed ao.Rptable to the local authmrties haying lumdidion. PK Fmdira DaBip Grey, ltC FrofeNo.9 Robert l.Mwruw,P.E. PF.hOo.nBain: 3lSlfei]ATP5l-7baBrgFwaxB: e3d1, 1f.k8a96N]a)38T9i52 ProdiEtrion 95 R.mt, sev.i FWsdb FBPE EBrtNlulbn d" homaton No. Mn APPROVED VINYL AND ALUMINUM SOFFIT AND TRIM SCHEDULE Kayca k i y- e y. si$ s : 3 SS s Asi .. d. oea n Vinyl Soffit and Trim Pnodwt Kaycan Ol'ALNng No. lSrelletgM in( Tiddnesalin) NetFree Area (sati.in./fineadift.) Net Free Area .in./ .tEl 12"Triple 45olid Soffit (Vinyl) VSAAf-OBOlUA 144 0.000 n/a n/a 12"Tnple4Vented Soffit (Vinyl) VSAAF-0401UD I"O.OdD 655 6-55 12- Triple 4Center-Vent soffit (Vinyl) VSAAF-OBJSUD 144 0.040 2.18 218 lz•Triple 4eenter-o-vemSoffit lvinyn vsaaF-oaowB 144 0.040 1.37 1.37 12"Triple aFuli-PVent Soffit )Vinyl) VSAAFp&OlIJC 144 0.040 4.18 4.18 lr l3 loume solid sofflr. p (viny vsAAM-09000A tat 0.040 n/a n/a 10"Double SVented Soffit (Vinyl) VSAAM-OBO011B 144 0,040 5.17 4.50 art KayAluminum Soffit and Trim pradutt Kayos DrevFfrlg Panel length lltickrtess (in) Net Ftee Azea Ne1Free ARa No. {n . fin./linealft.) . in./ . ft.)5P-60016"Solid Soffit (Aluminum) 606 144 0.015 n/a n/a SP- 600 16" Vented Soffit (Aluminum) 605 144 0.015 7.70 6.17 12"3Panel Solid Soffit (Aluminum) 9518 1440.015 n/a n/a 12" 3 Panel Vented Soffit (Aluminum) 9517 14a 0.015 6.57 6.57 F{hannel/Tnm (Aluminum) ACAAN-180WA n/a 0.022 4" FasOa Trim (Aluminum) ACAAR-387IX1A n/a 0.022 n/a n/a REFERENCES & SUPPORTING DOCUMENTS 1) lmtanatfon nsvuaions a) PTC Product Design Group LLC, Drawing No. KAY0007, Rev. A, Dated 6/7/15, b/ Ropvt 1. Amor—, D.E., Kaycan LTd. VkwUDVC and Aluminum Soffit Solid and Vented, Installation MCFwrage Details. b1 Industry Standards i) YXM Siding lnsUtute's Vinyi Siding Installation Manual, December 2011. zl Test Reports al Fenestration Testing Laboratory, Inc. Testing Report No. ]36], dated 6/1/13 ircuding aswciatetl laboratory riimped drdwirgs tin Vinyl Kaycan Soffit testingM to ASTE330-02. bl Fenestration Testing Labwafory, Inc. Testing Report No. 7329, dated 5/21J33 including associated laboratory riarryed drawings for Krycan Aluminum SotfR testing to ASTM E330d2. q ArchitecturalTesting roc. Test Report No. AT155983.01-306-18, datcd l/3/2006 for Kaycan Vinyl Soffit and Sdirg, rrvtenak testing to: 1) ASTM D36N-O]r,Standard Specification for Rigid Poly (Virryt Chbride) (PVC)Siding 41 ASTM G155d0ae1 Standard Practice forOperating Morin Arc M Apparatus for Eap ow re ofn No Metallic Materials iaj ASTM D69903, Standard Test Method for Tenure Properties of Plastics iv) ASTM 02843 99, Standard Test Method for Density of Smoke from the Burning or DecomposRron of Plastics v? ASTM D1929 96(20001eD 1, Standard Teri! Method for Determining Ignition Temperature of Naslics N) ASTM 0635 98 Standard Test Memo for Rene of Burmrg antl/Or Extent and Time of Burning Of Plastics in a /o Izontal Position d) Mchdeaural Testing Inc Test Report No. ATI 55962.03 122 1g, dated 4/26/2005 for Kaycan Aluminum Soffit, materials testing to: it ASTM E8d1, Standard Tact Methnds for Tension Tasting of Metallk Materiak 31 Engineering Repots a) PTC Product Design Group LLC, Report No. 2240, Engineering analysis for xaycan VvhUvVC and Alwninum Soffit dated ]/t 1(13, by Robert I. nr!muruso, P_C. b) PTC Product design Group LLC, Report No. 22414ER, Rev. 1, Engineering evaluation report for Sth Edition (20141 FeC Teriirg Stallard Equnalency, for Kaycan VinyUPVC and Aluminum Soffit, datM 6i]/t5, by Roberts l+inexuso.P E. 4) Sth Edition (lUl4)Florida Building Code -Building and Residential Volumes FT[ Fwtlua OeFbi Group. LLE F.O. Boa 52037s-togaiyndd, Florida 37252 PiwR: 311E961T4 fact: 311b9G1789 FBPE <enitkaHBn of MRhwizada, Nv.15935 Fmiea W. 415-0T39 Robertl.Amomro, P.f, Protlua EvaWativn Report Fl Ho4S751 Nv. T]41, Rey.) PeBebdb �_- INSTALLATION FASTENER SCHEDVIIE Wail Side REFERENCES & SUPPORTING DOCUMENTS 1) lmtanatfon nsvuaions a) PTC Product Design Group LLC, Drawing No. KAY0007, Rev. A, Dated 6/7/15, b/ Ropvt 1. Amor—, D.E., Kaycan LTd. VkwUDVC and Aluminum Soffit Solid and Vented, Installation MCFwrage Details. b1 Industry Standards i) YXM Siding lnsUtute's Vinyi Siding Installation Manual, December 2011. zl Test Reports al Fenestration Testing Laboratory, Inc. Testing Report No. ]36], dated 6/1/13 ircuding aswciatetl laboratory riimped drdwirgs tin Vinyl Kaycan Soffit testingM to ASTE330-02. bl Fenestration Testing Labwafory, Inc. Testing Report No. 7329, dated 5/21J33 including associated laboratory riarryed drawings for Krycan Aluminum SotfR testing to ASTM E330d2. q ArchitecturalTesting roc. Test Report No. AT155983.01-306-18, datcd l/3/2006 for Kaycan Vinyl Soffit and Sdirg, rrvtenak testing to: 1) ASTM D36N-O]r,Standard Specification for Rigid Poly (Virryt Chbride) (PVC)Siding 41 ASTM G155d0ae1 Standard Practice forOperating Morin Arc M Apparatus for Eap ow re ofn No Metallic Materials iaj ASTM D69903, Standard Test Method for Tenure Properties of Plastics iv) ASTM 02843 99, Standard Test Method for Density of Smoke from the Burning or DecomposRron of Plastics v? ASTM D1929 96(20001eD 1, Standard Teri! Method for Determining Ignition Temperature of Naslics N) ASTM 0635 98 Standard Test Memo for Rene of Burmrg antl/Or Extent and Time of Burning Of Plastics in a /o Izontal Position d) Mchdeaural Testing Inc Test Report No. ATI 55962.03 122 1g, dated 4/26/2005 for Kaycan Aluminum Soffit, materials testing to: it ASTM E8d1, Standard Tact Methnds for Tension Tasting of Metallk Materiak 31 Engineering Repots a) PTC Product Design Group LLC, Report No. 2240, Engineering analysis for xaycan VvhUvVC and Alwninum Soffit dated ]/t 1(13, by Robert I. nr!muruso, P_C. b) PTC Product design Group LLC, Report No. 22414ER, Rev. 1, Engineering evaluation report for Sth Edition (20141 FeC Teriirg Stallard Equnalency, for Kaycan VinyUPVC and Aluminum Soffit, datM 6i]/t5, by Roberts l+inexuso.P E. 4) Sth Edition (lUl4)Florida Building Code -Building and Residential Volumes FT[ Fwtlua OeFbi Group. LLE F.O. Boa 52037s-togaiyndd, Florida 37252 PiwR: 311E961T4 fact: 311b9G1789 FBPE <enitkaHBn of MRhwizada, Nv.15935 Fmiea W. 415-0T39 Robertl.Amomro, P.f, Protlua EvaWativn Report Fl Ho4S751 Nv. T]41, Rey.) PeBebdb �_- INSTALLATION FASTENER SCHEDVIIE Wail Side SWnnane _ -- FCkXxwl __ _ram __ Endseamem� Ma.badig- M.O.13'p. T M1I/6 Heatl0.. tVC Za" --� wand 1 caioerewMarmn Th .131 Mn.l a aFnN /u m Nil- __�,�5'n StaaesTri I " �v �LtL n-�-__ MR Dmr aameterwrd«nrotNad«stye, Sts Z< �-��— - " rsKA�ee-sae saermre ---------------swat L41ei LeiiemMva wmF tsOCrown I]8. � Ted In Earh SIN __ _�._. sorrt cane aarw word _ sdlyr;n,K.00hx r'm va; sta mess r,iaeeriem_- 1-Ya' �— usts-- p �S a5 pps I DETAIL A 12" TRIPLE 4 SOLID SOFFIT -" VINYL wv� KAYCAN LTD VINYL✓PVC AND ALUMINUM SOFFIT - SOWD AND VENTED INSTALLATION ANCHORAGE DETAILS ? - s.wrrwurtsEauv.wa,.s,ue .me ve..,m nnawaz�•r ixenaesdcmu .,sir w.ers �"x n.oa •'m" ry�ia,r�r..n_ �.re...xr.w.oi s w, me wz•ra.rum vx.�xw.sw.�..»...-ri-.•e rowreuw..rxe se.ranre nw.aswrF+c w.w mrza-ox+uxw•evw .inure•,.,- E 1 S •• ,.�orm,v�� wo,rea,<r��..11m,v,.vz. g �. n.:••n+w.r�r.•i-.a-�.r .,r.,x,,,..,o•r...rw�..w, r� gs�g o,,. .aae.vo r,N w„..c a..e ..w...>re•io �9 wwvan,a,r�.Mvxm.ro-sae., ar,�emu. m+.oew +rn w�ov own s.Axr,.+.a tJ TAEtLETOF CONTENT 4ENEw+_lE5 Nq SPECNtGrIonS� .w aPPRDyf NFIL NN VMM1M seFr'n ,W6 , SCNGMAE r 'r•rlytys'f OeI rasiEVER ScreplxE Tao SnrF1' PROEaFS _ FGCES50Ri PPOr'EEs � _ i1._ wFLL SnE $tA{nE pllHE aaL. SALE EayE/tasca suE mwL PRESSURE (PSF) RATING _DE_SI_GN VRM.IPVCI BOFFIT EERX:B DEWfiX PREBSURE IVBFI g SMIi t>' !gPLf a f0 .i06.T(-U l r-��. cExrE o w wEEn T ' M11Ptt O Em wmt 1. .aaJ/'sJ-J ;0" Wd0 SOUC � " � ooyvrE 5 vExrw - e• tRaoEo saLro IaxT.i � e' OEIDED s2*rtEc -sOFm i To a� o 10 o.T/-w ALUMXUR SOFFtT BERHS �� pRI DE81AM PRE88ta3E IP8FI ----IWIDTX SP-Boo la'vc�x �~—'Z _ as/ -RB so -Boo ,B ¢c � — .ao/-TB> D SDt:n I t2 . 06.7/-16.7 13 Ja PaNFl vtM,fD wEFrt R51 s/-w (xiF55Lv£ R..TxKS SiKlax ♦bOVE Siru.l eE ttlrNaaEc ro LpwMp Bi.YO o voaa gKIL �nxo�Mp � xW � Fs�cx Pa[ssuuEs��o'rtxlN o iWH iLStE vwiS6LSC� p SPEEDS aRE N !Y in 'O:rbu tM10.9- tliE 5Dr EPiWN (20,•7 m /SE b i 9 E EomoN (20, J rRc FOR [OWaNwN r0 mF pf5lcn PRESSURE RvwGS aep+E. I1319----- T-3Fi Ih as r°�=% pETALL n 12" TRIPLE 4 CENTER -VENT SOFFIT - VINYL _-_--.__-_- !Bti —3625—1SE5.--_- S96 -:z DETAIL a 2" TRIPLE 4 VENTED SOFFIT - VINYL LL CL CL 0 REVISIONS NO DATE DESCRIPTION C C � , 7 - u d O O e n Q C L 8 eF 9 a E 0 a 9 0 O ry N li t€� � O p T K T � E M � �K 4 � " w 211 m o saCi � U L � `J F O Q Q 0 U � c� � az 0 N O LL LL ]OB NO. DATE FBC 2014 DRAWN BY MANUFACTURE SHEET NO. K - 2 J JJS— — aB6 ]625 I 3 C� 596 a9 1 90AIL A 12" TRIPLE 4 CENTER—O—VENT SOFFI-_ — VINYL_ ::.. ih m r 12� Y U V�� 0€?Alt A 12" TRIPLE 4 FULL--O—VENT SOFFIT — VINYL 156 -15� DEIAIL F C ss �I 7 DETAIL H DE,A'L C E 'J SECT. E-E L3) .SBS--I x N/ 8" BEADED VENTED SOFFIT — VINYL. f `r nres I f--4z sn —aws fLl �—A5 xJ 0 10 DOUBLE 5 SOLID SOFF!l — VINYL 10" DOUBLE 5 VENTED SOFFIT — VINYL 1I1-600 iAL SOUI soFFIT - AwwNUwuM 1 i � I j1 I I III h t I 1 I 1 1 l i 1 I I I 1 1 I I 1� III I;IItI I II I 1' li 1 1 I' 1 1 II 1 i I iilll ,: i I i NI 1' i . �--k-- ._ �_ SP-600 16' VENTED —c 1. o SOFFIT — ALUMINUM �f4apA,4 � DETAIL E —2Eu7--� x I B 8" BEADED SOLID SOFFIT — VINYL T_ g x-: r __ — ""`_—I r_ _--� oe $fin ,3 12" 3 PANEL SOLID o3on SOFFIT - ALUMINUM 11 Mimi ...�.�.._...—.L SO PANEL VENTED I_ j} SOFFIT ALUMINUM T - MINUM I I 1 1 I I I I I 1 I 11- I I I I I i 1 REVISIONS 79 LL CL 4 Uto < NO DATC: DESCHlYTION V G C .s u dQQ � � E o _ a � a m G n o T a E 8„ _O TOi6 y LL G t=a w a 91nN 0 o r a `• W c o�v U �U � 3m' `J H / LL O O J Q Z Q Q ~ Q U 0 � � z (D O tl ion No. DALE FRC 2014 DRAWN BY MANUFACTURE SHEET NO. K - 3 NO DATC: DESCHlYTION V G C .s u dQQ � � E o _ a � a m G n o T a E 8„ _O TOi6 y LL G t=a w a 91nN 0 o r a `• W c o�v U �U � 3m' `J H / LL O O J Q Z Q Q ~ Q U 0 � � z (D O tl ion No. DALE FRC 2014 DRAWN BY MANUFACTURE SHEET NO. K - 3 I---0.75 022 �1 I 1.438 0.9I86 4 1 15 SOFFIT F—CHANNEL./TRIM 25T .ezz ALUMINUM L-12 J 4" FASCIA SMOOTH ALUMINUM .1LR 15-18 6z ]6- 882 _.D 04 I- SOFFIT F—CHANNEVIRIM VINYL MW. W HEAD DIA- NAIL WITH 1-IW EMBEDMENT - ON CENTER FOR WOOD SUBTRATE - €1 _ -OR DIAMETER ONAR 7E STUB NAIL WIT1i $/B' ENGAGEMENT 2C ON CENTER 24' ON CENTER FOR CONCRETFAMSONRY s ¢ SOFFIT = @ "- � Sdd 0.08- (VINYL) ORy; 0.125" (ALUMINUM) ' THERMAL EXPANSION GAP j I WALL SIDE -NAIL DETAIL WOOD OR MASONRYILONCRETE SUSSTRATE •""•. +� W"e'e ^4ti jEe'ithse ,9yi 2X WOOD FRAMWG WITH +✓ , l Tnc MIN. RLYwooaose SHEATHING OR COI4CRETEMASONRY SUBSTRATE ••••••�� i ROOF TRUSS i � —SOFFIT � n6 DRIP EDGE FASCIA BOARD ' y$ FASCIA TRIM» FASCIA -SIDE DETAIL 1� ` WALL -SIDE DETAIL 2X WOOD FRAMING WITH 7/16" MIN. PLYWOOD/OSB SHEATHING OR _.. CONCRETEIMASONRY SUBSTRATE r - ROOF/ WALL INTERFACE DETAIL WOOD OR MASONRYICONCRETE SUSSTRATE ••-••' ---FASCIA BOARD s ±4 SOFFIT FASCIA TRIM zp - 7 3/9' LEG LENGTH X 318" WIDTH — T50 CROWN STAPLE LOCATED IN EACH IN _ SOFFIT PANEL VALLEY- �W 1-3,14^ LONG X 0A72" CIA. TRIM NAIL _ STAINLESS STEEL 48" ON CENTER EAVE/FASCIA SIDE DETAIL WOOD OR MASONRYICONCRETE SUSSTRATE r�ytiiyoy THREE (3) MIN.3 'LEG LENGTH X t/4' WIDTH CROWN STAPLES IN A TRIANGULAR PATTERN 24' ON CENTER FOR WOOD SUBTRATE. SEE PATTERN DEFINItION BELOW. SOFFIT 0..08" (VINYL) OR 0.125" (ALUMINUM) THERMAL EXPANSION GAP 3/8" MAX. BETWEEN STAPLES I' ^ 3/8" BETWEEN STAPLES WALL SIDE - STAPLE DETAIL WOOD StSSTRA^E 2X WOOD FRAMING WITH 71W MINIMUM.PI-YWOODIOSS SHEATHING, REVISIONS NO DAIS DfSCRIPIION u 3 `e e � w f: ppNp a 3a� a O � 4 ci V 9 G E 8m o '4 mLL`c m i t I- - d o m w�D= m o y�o E c' `o LL t m a� L � W L Fes- 3 m J � LL d J Q Q Qic) Q U r0 �Z Q M Q 0 Q u7 (D O J LL J LL 7O8 NO. DATI: FBC 2014 DRAWN 8Y MANUFACTURE SHEET NO- K-4 Tt +n-9 ;,f. IK �N la va.. a,9,a.maa Hay— —nw, bi, '—s." sirs u- Ma.m u�YapoNOMpWovel eCi2T > > ADWkanan bosis FL CodeCoto rron type Version it1935-RIs Revision 2010 Applkatwn Slaws Apprtwetl •Approed M pe.t. Apo— by DBPR shell he rniewed eM —W M [M Co nt awm DOC antra, be Cammes.n;rt necessary. DrWUR ManufacWrer Addres5/DMme/Emaa P4T tndRries 10]0 T M9Y Drne N 11),se rl. 30z75 r9d1)open 0 iesi..a m,.rtapotmm,wies.opm Au[hwlro0 9gnWvrp kin ROsowsFi i—sinusbandbomse.com T x. Rewese . Ims an»wsk� dk ,ssnDMme/Email 1070 ni—Ob9y Drive NOLpws, F1—Is (991sowswMDgUnduahies as Qnoxy Asswance Represemabve A4dress/Pnww/Emea Category WlMaws s�mtat pn vrwk spy Compiianre Milled CPrtY auxin Mark w USUri9 Cb Hon A9eny dn:atbns, Inc. VakdWed By Steven M. Unch, DE Vegtlatbn Checklltt HANrppy Recnvep aek,ercm stanawn and Ymrra sre�ward) StalWgctl Rm AAMA/WOMA/CSA 101/151OVV`2 In.DfM/GS.e M.A/YI2—/A99. 2005 MMA/WDIWGG3 A101/152/AOaO BSU1— MMA/WDW1101/I.S.: MAF$ ]00} AST. EIM6 2005 ASTM E1946 M12 0.91M [283 200a ASTM E]11 200I EpunaMnce of P,.— Standards Cenlhod By .Omit A—.' Metlwd ss,mi f 1 or— A FRIA 8143 KEY p yE Impact Perft�]"­T` CertincAuthorizatio �wrad sv PR081-03 CAR 8 Product ID Number: 190 - 231 Issue Date: 2119/2009 ReAsion Date: 4/72014 Expiration Date: 8/27/2016 Company Code: 190 This OwIfficatkm AuthaiZation Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review of the product qualdeapion documents for the product named below. This boot is only valid when signed by an otrice, Of KCI, and indicates the pmaluct as marwbctured by the company sensed belrwr has been tested and meets the requkemenh of the referenced sandard and is eligible for Me application, of Keystone Cerfification Program can dication labels. Licensee liVulates in affixing cenlrcaRpn labels to products, that those Noduels am represenlabse of the spermsm avoluated and documented for certification auN°rusition. Only products bearing such a cendicsfiM label shah be considered certified. Tfse ,nt rmabm m Ihis mrsod can be vanfced at www.keyafonecens com. Licensee Informaton: Product Information: PGT Industries Model: SH-500 PVC Impact Single Hung 1070 Technology Dr. PO Box 1529 Operator Type: H Nokomis FL 34274 Comfy: EWAN, GS-5/16' Lami IG Max Width: 52 Max Height: 75 Corresponding Structural CARS: 190-477.0 Referenced Standard: Product Rating: ASTM E18861EI996-05 Missile Level D, Wind Lona 3. DP-C,.-70, 52x75 Qualifying Test Information: Test Report No: Test Report Expiration FTL-5711/5725 827/2016 Authorized Signature: oy4Wn=gned by xeyen M. u,xh Keystone Certifications, Inc. ON: m=Ste,en M, urkh, o--sbr now ✓�L 564 Old York Road, Suite 5 c—mend."m","" Z Enters. Penns varra 17319 -- 1=wrknN�tey:lonermacwn, r=us Phone. 717-932-8500 Date:2m4wrno9l3:d6 o.oa Fax: 717.932-8501 1935 4 SM - Sm WInG nyl Sbgie Hwt9..— tlrnib or Un caniNolbn Aeenp Cudlbb APW,I fin, eat M 14— No Apnowd Wr sea aWWde MVHL Yes lisume, assvwsra colseard upw'son oats IrnpM Rewelmt Yez /27/2016 DUwr: P.we — the Imtallatbn hbo—Ona for uous. prrswm. - - on, wM and+orpe iMwma[bn. Veril'w0 By: A. WpeO DE 5b70S Oeated by indepLynn mdw4' Thhd DamNo —ed by indepen0. t Thvd Pom: No EYS O Structural Performance FRM B7-0o 6 1 --- ---NE Certification l� Authorization R_Port R<PWeday. PROB1-03 CAR 8 Product ID Number: 190 - 477.0 Issuel0ale: 2/192009 Resistors Date: 4/72014 Expiation Date: 8/27/2016 Company Code: 190 This Cenifxason Aultionzabon Report (CAR) is issued by Keystone Codifications, Inc. (KCI) after full validation review of ew product qualification dew nt for den product named below. This report t Dotyvalid when signed by an olf er of KCI, and indicates the product as manufactured by Rw company named below has been tested and neat the requirements of lute referenced standard and is eligible for the a{phcebon of Keystone Cerli — ion Program Certification labels. Licensee stipulates in ofixint, ole ifiratim lapels W Products. that those Product are representtive of the specimen evaWaled and documented M cenificaeon autMxiiaeon. ONY products bearing such a cdefcausm label shag be considered certified. The'ulformetion in this report can be ven6ed at www.keyotonecarts.coon, Licensee Information: Product Information: PGT industries Model: SH-000 PVC Impact Single Hong 1070 Technology Dr. IPO Box 1529 Operator Type: H Nokomis FL 34274 Comfig, EM/AN, GS-5/16' Lanni IG Max Width: 52 Max Height: 75 Referenced Standard: I Product Rating: AAMAIWDMA/CSA 101AS2/A440-05 I H-LC60 1322x1907 (5205). Nag DP=70 Qualifying Test Itdormatlon: Test Report No: Teat Report Expiration: I F'rL.5711/5725 8)27/2016 Authorized Signature: DgiGilly signed by Steven M. Udch !f DN:rn�Sthm At Urch, Ce"111 m, Its, ou, v� aG h. L�r il-swkhe4ystprecMuom. r-us Date, 2014.0s.09 N 30.1140f W Keystone Certifications, Inc. %4 Old York Road, Suite 5 Ethers, Pennsylvania 17319 Phone: 717-032-8500 Fax: 717-932-8501 N n3a2s .9d1 18den-Ifi00 pia a Product Evaluation Report Date: )line 9, 201S Product Deasciptlon: $ingle Hung, Series 500 FWrtda Product Approval a: 1435 Manufanunr: PGT lrkunnes 1070 Tachnol.& Dr. NaRh Venice, F13427 ("I)4g6oloo 5 alsment of CompgwKe: The product listed - this luaton report, meets the requiremems of the florid. Product Approval able,.61G20 3. This product comp+es with ate re0uilemems of the 511, U tkn of dho Flarid. Building Code, 2034, TedsniW Docummbd— flevation, anchorage/MstallalsOn drawings and Tost Reports: Drawings: 203251LR Test Reposti Fn-5711 FTL-S725 Insuardon: 0n4s to be WstAi d w per theanached installation drawklgs. limit of Use: I.. Deskln Preswres and sites to be as listed in the test report, units a mhed doeumentatws shows lower DP's or smaller sizes. 2. phis product n Imp— Ren-1 ark does na require sl,umers m wWdbome deb o regions. 3. This product is not, for use in she High Velocity Hurricane Zone IHVH2). Cerdfketlen of Independence: A. Lynn Milts, P.E. is employed by PGT Indu mses. and therefore has a financial interest In the company or any cOmpaoy manufaetvrvlg or duhibuNng products fa which this report is being issued, but does rot, nor Will Wnbn, is fir ua w interest in any other, entity i nolved m the approval pruless of this product. A LMn Merin, P-E- P.E. 58705 FL Cert of 29296 REVISIONS NO DATE DESCRIPTION C S ° C � � a w S mt. C ryset m m C m a tl " Y C ` 3 Q � � T E O m 0 C . FOO ry NmCm NJ= V tf- - W p ID m a w � v � O O EN O _O W T ;S 2 ro min 4r p uU L H 3 m J Q Z 0CL W Z Q �U I`--1 Z a v D Q aZ Z a �w Q M Z V Z J � O LL JOB NO. DATEFOG 2014 DRAWN BY MANUFACTURE SHEET NO. PGT-1 ,I rsFri.rcrloRxcE r.�lwcro NKua �eEwvE�„Es o�rascasEr r� st aoRAw NxarK. «>E FeR asAw . rm n woao sues awlcreo.s .x ASE cess rrwN I.I.z r�,x Ix wom owFcnv.osan Ari.�zuiui uE%Iw n x�aKn®.,cksrsr�i nE ara n. 51ss wn tMSEw''Axu�,°r`s..sn�w sr�aCc6Nrw ai Arcvaa kaAog rRArE uswG YMW rvrbkk 6rRAN6iNwA4 !mkKtl is Ia NYVENr RFALrE>tig ALlR.nrNV w,. K P�rEECrfLtRaMh59An1AR W.iEAYu54SSrEEflw NinE. k1MIEsrvF SEAwnswt w��nw>°Ea`vwiaR�r �s�isra�ceiaF%YKlnrly ruu sE wrE.sv arla� Es i�T.Iroso. sw.�roea.w°NV1,ESE�rR"`:s,>wrErmowERE sa,r� � rveµiD�A w �� ilw`rKTonw�As uskoioR Fr[ pI�FI�E�O,xF RFxt UR(1En �k6rE0Nrt¢iiPaEs. uYMn ue• w ro m , sres Shfi'IAMI GLASS NON4NK ^. -. I.R'ANNEAIEG Pi'B INtERLAYER � � - RIRSPACE I!9'MYIEAIED _ LB'ANNENEG GU59 - - GlA$5 1 I ! 17 I.�- EnEnKw NON 1 �U__._ - COtl sAr.DNE isrr.Km tocn7.Kws � Apo I A+¢taR — sz-+re' awn. RucK — AiMIDSPAN FVR W1N.3r - 6IIAK. _ 1 � � I I++ I�K? t i 1 +r 13 St!' n' u�vc +uAx. I Rua 1 RANEt tEOuAt eEG i(wYF r.g,E, i„PKRNgaawg - fiN+.AE -- In _ 1 ,�IS e£nr au^x .T.w Nsrs�- ^. g51N+rE BUBSIRa,E ... Au,RAre t :' ENMEA,ENI x I � tx,ENn�, i Ex,D�n ,RA,E, I xRu�l,ual i tx.kwa. Est., fs-o�NY _ abas,RAiE � I N-- . _.. t saes,sAre 1 - t - FMEEaIErvr . k Nr 1 srsu _ L. _m extER�e [xrEExn romEcnr,o YAlsiw,rz, Ius�.Ks�ur�s;as _� AEOu�RFD s suesYA,rE fiKk EEY�u.urlog EDtl: glRsi DrsTAMCE 1 E Fxan G a - ,.I oPTwNAE EDGE EANGF. p$iANCE oPnau+ RANGE � I p grs et' sugslw.E gtA,g, E � E�` OPFKMJAL __ tIANGE atEgpn Ml.,:«.tssiagEl,. �_ Ex FNCN SI F sEec+sA,E I aE �x InSmG•ixuaK.Kg.Rp, � . SINGLE �-- REVISIONS NO DAFT DFSCRIPIION 4 N G C O d e Do E 0 4 C W O 0 3 U. 9 EE 3m oe ate`, t m t�Y aa�a m o N O O a Taw Oyt M 0 � nU U L � C �am J J Z � WO O LU 0 Z CL Q U F— z a p a� O 0— LLJ Q M C1 v z Q J LL _I LL. JOB NO - DATE FBC 2014 DRAWN BY MANUFACTURE SFFEET NO. PGT -2 9" n K„ lea In aRmmw , sub A dw.q Ra Alaca, a.- Inc— BC65xenaa d 5 Am l t}mm�Agsrol. .., FC s FtIa4830.) APavatbn rya Re.iaon Code version a0t4 Appecatbn staler CmmwnK Approved AMuved Hanufxwrm cert A — comlMmn snug woamta Addess/M o-en ea 803 Belden Road MI4920t 1517) 7, (5, 7) ]80-;Ills nN.J.RMmPui,R-906Nn.[oni ArAfiorizM Snq_ 11 salon .a...,anArral-9n6ein.Com TechnicalReprcsemanvI ddrevvlh�l Nnl sedan, {0I Belden load lxksm, MI a9203 (SIJ) ]w-3a85 11.15vtmgs+mt-goban.rnm Qua1M Assurance RepreseMMne Ken BerkpMt AMresynmne/foss 50 E. fprd Road h^'PAniiree, PA a94fl) km.IlarkoM[x®sairt'ychain.cam Ca[— m,e1 VM16 Subq[epory sl0iop Corraeznre vabre Evauamn Resmrt ham A F.— NA,m Arttetect err a Isceneed Fonda Foonda EraaRer or ArcNte[s Maine Yno develWec tlw Evahutlon Repent Quill" Assurance Emu, rc3,4Mun1 T'emnt. quill" Aswrame Cpne'a[t Fxpk'anon Dace IL31R018 YaedatM BY bnn W. W,euvi[h, Pe valor. CT Nil -H omov F116M Cem6cae of IAdepnlden[e . „ .. i, i Reb err -.-eel Yrw(a Stan—) 8veaud Tar cane By slbrrt from Me C Product Approval Mmaad Method I Option D one sub . w/11/20t5 Da<VaidaM W23/MI5 Date I"Mi le" Approvd 04124IM15 Del A—. Wal/2015 Bummey N Pradtgta PE p atedo, Number a lame pesaa'Plbn I—- CenanTbad vinyl sdkm Systems Vim. sldino systems tklltb W [Fat i—Rrtlaa Ia,atrvcaimu Approved far toe in 14— Sio .. .. ANRpved bar w mmvde MVN2: Yes Impart RaarWn: WA vbded BY: Robert Hbmben AE-5RE66 taMpn P, five /M-163 Created hY i 1prvoax Twd Percy' Vcs OtMm TI the W phd M i)ns apaAaOa, pMema to ore [wbtlan Retawb Na sioiy YM Reim m ER AppeMla br NI syste,ns aM ., .. li _. _. tleRgn pmssums, a.) Rea W ER Seleai 5 fen Limns II Use G •atM W JndeOendtsd Tbnt arty. ve the sir,. dTww " an AAPra wnpiarer eonmoin<m]-.2D2>3.slma3tEmm.:'. FrEra .suFemmt - rsarmmisnlmvm:: emm.smm,Kol FM.sa br. are pn{pc •aapx 3 vw m nor wmi vmr e-mail amresz rdeaxa m rvepmue m e pveia-remres,ep„ell. m nor w„d Sneer+55mr «uginneM.[waan n,edsv.MpA>+'abvaeww,Y ma+.i P+wlu,as. pleaar oAwa'es0.b].z)9S.•vwe u aaa s(1), FbW srWMes. ezrerme t3nape.l, im2.lrenseez &er,sm u. C)npzr ASS, F.s- m,w laoa+m,n%aveswe,+,a+*n an mman eatma"apdr a ePwswwi Ames. drone prw,bdenin�e OePa,awm wan m ensue aeaess wMn un eeamr,� emw Wmmes� pMv,m�U. n You m area nm. nwd+.4ss. F.s., wra,e wA acre. a mremnm � yen E-3rAoo sere EXTERIOR RESEARCH 1 DESIGN, EEC. Dn[PreaA„rN,;mn,naosm 353 Chdstan Street Oxford, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Cwtainlroad Corporation Evaluation Repot CIOOM.04A"3 W1 Belden Road FC124&VM Jackson, No 49203 Dab of Nwancer: W28/2W9 RMsion 3: B4/2O/2015 sopt: This Evaluation Report is issued under Rule 61620-3 anti the applicable rules and regulations governing She use of construction materials in the State of Florida. The decumentatwn submitted has been reviewed by Robert Nieminen, P.E. for e of the product under the Florida Building Code. The Product d—bed herein has been evaluated for comphanil with the 5n' Editian (M14) Florida Building Code sections noted herein. Dbaga or; CettainTead Who Siding Systems IAifcNB: tabelwg shall be w accordance with the requirements the Accredited Quality Assurance Agency noted herein anti the minimum provisions of FBC 1404.9, ColnNum COMPuaNc : This Evaluation Report Is valid until such time as the named products) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate w the product change. Aae dance of tens Evaluation Report by the named diem constitutes agreement to nerdy Robert Nieminen, P.E. it the product changes m me refere seed Quality Assurance documentation changes Trinity H ERD requires a complete review of Nis Evaluatwn Report relative to updated Code requirements with each Code Cycle, A—"` The Evaluation Report number preceded by the words 'Tnmly I ERD Evaluated" may be Qspiay0d in advertising literature. If any wtion of the Evaluation Report is displayed, then it shag be done In its entirety. IRVFOtDN: upon request, a copy of Fins entire Evaluation Report shall be provided to the user by the manufacdrer m its QSNibuton and shall be available for inspection at the job site at the request of the Building Offmal. This Evaluation Report consists of pages 1 through 4, plus a 9-page Appendix Prepared by: In— //�_�s� •13�v Robert Lot. �fmrgrwor P.E.;`- FbrAbAedsao K bids IXaAMEa9a3 neM+Aw.m,a.awmavmra.a.m mil• 1, Earnoease—INsDe 1. ,. Any r Reseatd ar ut— ig . d/b/a TrMny I ERD does tie have, nor rim d iotmd o zWi,e m w41 it acquire, a fwpcai interest in am company manufarturvg or tld/b/ ut'eg PMmn n eveaates. Z Exarior ng F,, io cs Design LtC. d/b/s TrnMy l ERD h rot owned, operated or comroPed by any campanY mamFac[wing a dibert Nil a— I.E.R evaluate. 3- Robert Namin at P.does not have no, wBl x Wire, a bnannal interest in arty compsrry�marwfxturing m tlAnNuding products for which Inc evolution reponsare. being ssiud. 4. Robert Nwminen, I.E. toes rot have, nor wig A[yuve, a f r ender interest in a,ry other ent" Involved u the approval Pores of the godx 5. Thh is a n is l,g node eyaation R NORher nn,ima RD npr Robert f nt i sn, P.E. are, In any way, the Designer of Reont for any gqect ll which this Evabatiun Report. a Drevioa versions the- ­ used for cerinmire or design guidance uMess rnai,wtl spnBlagy err teas propose. FYSJNT)� ._, P1NFa WALLS-SmNs EVAUMTmN 1. Scope: Prpdrac ft— Panel W{N &&Catorav: siding Com,h nb Sutwoenti Ynyt Siding Symms, as PMuced by Certaiateed Corpmatlon, have denomhaled compliance men the IOPowing saflipns of the ibrida Bullring Code throughrang in acmrdunce w4h the folbwirg SteMards. Compla—mv,d jeC to ate I,utagatbn Requvements and Vmitatiom / tmdlionx as Vu set forte Mein. L STataWRot: Pal" min#Atd T9lt a05.1e Spndaamn ATFMwb]9 EOD] 3. R6Rmal8: Rant E.Y ebe�r 1g(8 fad an(na slid aamw.a /IyEmO An —I- or 3muAE NrbB/EOOE A,i p5nS5ti rAt Rla Acmn.M Mown -5E{,.On os/z3/moa a/a/ma An n5T155W Wool --Is 5R Isms n m- m.3ateol ar/oca'mt An Inn-1 AnIm,55a1 AST"05m6 m 39.a D7=11 avotta Nn m/a/aca ,iijnn55R As,MM ol/r,"o"a All-11 q AST"os Ai, lm,s.' asna D5m6 msca36a, 3aa']a o,aa/aua 0p5/ma Anfrsn5sel �Inm{ aas/ma An M"n vl r — An Psnng AfTM 05aa m.AVE,AI otAW/aaa oVar— anp""" 4SreA USm6 O1-301E2o1 oI./ma An""'d wsrFA Dom{ All Ron As .Xis maaa4.m -1W1ma a,wreca anR sssswl uA o mffia o am9� an MTsssm Anna naps AnMI55q AstM nsEdA wi33a DVW— mi— A,IOsrt55a1 ]3,M am6 m3a36m oVo9/moo An Concoct) AsnA osxn ol/o _ an irs, "M anMT SW red o5m6 otAW— o3/OWmoa An Dsrssvt1 3aI'm aM/m0a An Nsrt558) iAt�Me An MT"' Mmal, 3aesa oT3oae9n, WFa/ame a/Iumoa An Rsnssin tMosa3{ Or3awa a/1]/mw Ail pSnssm An MT "a) m-30MIA, an>/1oa Wt1/moa An Dsilssel 0a/ta/moa AnpRlssg iFAD5aF6 AnimtssalA, o13aml.11 W`F/ma IN,tq moo nsU4 oMI.— AnInn55R mEOA S,Sraomt la, b/IArmDa An 05n55e1 —1- AnI-ssal 5]9.am1+] IaVae/ma oVtg'axse An Inn, 1 ) An Iml559) AST"Mal6 I'll O.VSWmos os/W— AnOsnssel ASrMNlc6 0-BOt-A, 06 An AfnA IXmfi 660xsM em.7 a/te/E0o6 lothu Anittnssel ASrM Isms M' '.) Anlsnssa! As Finasion-.3a n3.me-a arouEm, aA"— A" — A`_ An 0srusM AsrM pSma as.la.a wcwxdanm dwmrmw Anlisrlssm An "'I05 As,M20E 1m —.tm41I o6/Ta/mi4 n 5m apsits Abrm oat AsrMosma DMa9.OT1o94o —,In da-n oWlfi/m14 aWlalmis faNdrr gaamN erg Orr,P. LLC tpbAWn a0art C10{NAIAa#1 cwMwadavdwlwMweafa il1a4Nq Pan661en 3:N/)WlaS Prpad4 All l asffi arao3.m 3llpn a/,7/m14 All 1.1111 lni]s5g An lrsnssm uinMiosa,- II-ve+6 u]u]:m tow ra/23/m1a a/E3rm1a An p5r15.te1 Aft" W+Ye m6&O11ad0 IXyE3/mla An ImtUM ATI Is, DSffi AST"tKffi m4Nm-ID9n o>{H.d Ian OW 3/dlsa An Fens.) A30}b .11`1.la O{/ Mml< RAacOfnn90]I NAFn clu As Is- AStMMffi Mn m95 mAm/I- aArl/199e ReW'am I— aSM Is- osrDU1999 worn(I —) RwOCU I,alm aS,Maffi na05ffi __ 13/IVt9.9a 1„nmoo V MI(WaI—)IeMI lac/rlCCandaxe onbv Laud MPanimawalenw w/Ot/mla tu.la/n/as11 4. P NmKKT Doffiptpn: `..... This Evalvafmn Report lovers rigid polyviiAd chbrlde,PvC) si Fag produced by cana-aed Co,- b A wraty of Pdlas AM wdaco tevtues / mbrs. This evabaion is bm4ed to the 1pe,ri, vaduct trade names referenced in tins report wblM to bm4 — na�[r w .a,mvan t nalees wxan os ]aR,nu cwemaamnd- se —a— Is- amiam Ma4,Rrem^ a,wxm.Ds w.DmtD DRx56x asaM. S{,r` Maa.m^x « AOMwood -- 5>. 59ihwe w. o4x wool min — 0050' oar -- .— gym+—>v°n.al--- -- oab" void[«Pn,rc rrvwnsalVenxd — .- p0n0" sus wWn'OSIX oula- vHw _ a,onm•t6 w, axis S. ItMNATi01as: 5.1 to, s a mpe t cotle lc Flu ion. Flu, r Moon, 01 roc Robert Nominee, P.E are, u aM way. the mfrva of RmoN for only Pge[t pn whkh this Evahuum Report, or gevious versa»s tbermr, Mw+s used for permitting or design gudance amass retained spxgira8y for that p ,p 5.2 This evawibn repel boot In, use in H W. 5.3 NO. to FBC 14Qs.14 fa p .,NxAAl -mated inna11a0ons based on ten wind speed (V j, wall -hi i ba and F—,. W 16e Poll AM 4s location. Fm Irntafatbns and/err orations eaceedrg IT. psescri;a-t, allowable inmapatbns, Rmltz6um lauding to dil wiM pressure resistance are outlined in AOpeMn 1. SAI WW = Maumum Design Pressure h the r ft of fisting for woM bad resource based on alf w ble w Ad loads. Rear to FBC 1609 for detmmi a of PIJI-specAC design vend pressures. Then1UP fen the sele[ted iatealion shall meet or eacaed ate design vend— ur. nmvremeni the W-1 roc each Pecone cone. 5.3.2 Tables are bud on wag c4, dina desgn wind prewre raquiremems in xcordaxe with ]SCE 7-10, muaplled by 0a IP„,l tin albwable bads. S.3.3 Uu of Appendx 1 a limited in sdnng insWlimans with Inaming m, enclosed buibings (GC, s 0.18), no bad combinations (Ail = 1) uM site condebns aM b:atbn If'M ilru[sure that do nod meet al C—A ns M-bed In SAcur" 26.8.1 a AME 7-10 (Xa - 1.0) a the stated maximum height. Anayva for b."-falling outside — mo lnn shall be on A Puje[t by ens ect basis bye Florida RePstered P.E. YaMI W An4rralsrM ONan, M[. FNl,otbn RaFnCIW W W.de#3 <dkreaAda.d.nw,nsa Fau4na7 ReWbn{: pal is Panel Nil 5.34 Relereme ro'CC out-tes the system Perfm—, erteeds pmjecl remi omems for that p4 -W cone. Reference to 'HO' indcates adtlitional... 9 a repaired. 53.5 The d„wmbn of Zones 4 aM 5 (nonior aM men cores) dull be defined As IM of the oast M'vonMl plp .— dimension m 4m,6 of the mein, roof begha whichever is —ear, but rat less man n le, 4%of the least honzonw Pan vmw dimension I13 recta as outlined in Fgu,e 304.1 ofASCE 7-10. SA For curter, subst,rvi the ANJ may re ad a fa#esters be tested in me aAb k„ wb are for wwWd A n IioArc A mingled deign'of knai shoe revaw me it.,. I., —I—b the onrwrwm reWl.—ats Far the system. 5.5 AN PMIs in the was assembly shall have quHNy Assurance audR in x ,un-w tbe FBC and F C. Rule 6WG03, 6- Nur_: 6A CedAinfeed vlad sting systems shall beaucalzd In xcontame with ASTM D 4756' and rxommradatans of the Vinyl ,acting Imonae',wb)ett to the Vmitatbm / Cmagoom of Use rated b sine-5. 61.1 Unk.ea erwisenoted,hHemrsar vi,ryl siding are RmRedro Ow folbwilg, as aladoutin Appendml: s G Nanbed, aluminom m R eons Meal nabs: Min- 11s' long (min. %-loch shAtembedmeng a 0.125" shay damect, x minbam 3/8' bead ilia—, i C-saika rebta t staples: Mm. 16 gauge, min. 1w long Irmo. RAmh swdembedmerrtl a,Mn. ]/tv crown.vMNb. 6.1.2 lNvess otlimwise,abd naib span engage the rtudfmmbg members. ). BumRPaa PeNiM RfWRNAFwrs: As regained by the Build ngciffi or Amhury Hayinglurisdictun in Inter to Pope"e,aluxe the Ini llation of this galucl. R /d— P3ANea: Comaa it, named DAam" to, olutict-V fxRnks covered by F.A.C. Rub 61GY 3QA rcwAnn,,r . S. Quarcyr AouP FFnrrr: Arrhnluml Tenb,Ia1a1e441:ITvlrw-77W; :., _... iME 9JAGE3Ta4li F0110W FGRM MRTOf nR3 EVAtUATJpygFAMr 'wa5fi-Is, Rpalvtl Fmra'ela {„ldmpa, a/agd Pa3tYmd CMpaV1(PVgS Mpmdsahr, OAST". "Cm,mau aamaanmta Vim15tlmglmanuee ranbelow,drt ..:. -- _ faMblmaWdrutl pagn,LLG fyaumbn AaPart Cn0aB01,pagl 4 Cwmwreaawawwe,nsm I11a.461Ri Pemkn.l: p/la/l0 eteef4 REVISIONS NO DATE DESCRIPTION er u ° 9 a V N O J pCp er 9 m s0 e o � a e ! d � •e � 3 9 �oC Cyy a ' O d Iz a� d 41 c c N O N dy o a y L `c M« [n L N �Ua �£(oj c 3 c o �— r a� 0m C O D � � O a !C LL N Cryry N F U H J � \Q W CL Z = a. a Q 0 Z U U 0 0 !r z M a� Q L _ a O Ov J1. 1.L )OB NO. DATE FBC 2014 DRAWN BY MANUFACTURE SHEET NO. SIDING #1 f tWi E tales Aft" pastMIttTL am iG D31610Tt5A DSW soc'u' 9M DY3u2o13 MITSi 1]4m 1M D3161O]1iRUM6x Ia2Yro31 MlttT Iler) ASTMDl. D7)Sfl.06W3 11LM7 12p3/rol1 Ulltti l]bl ULITSTv4W as M0316LOI AD6W] D]35a.-I it�A4M% IICM8R5 t2ryMa0i1 1xAH/2ml UL llC.(RT%ul aSTM D346E lxtaSelt IlvLSt-I ASTM D31610]35A Ota6x It ^ Lt1 Dx/l5/'.I sT_I UL LLCIRi %19) asTM D3161 11U3%M WiatUl3 UL ILL IIST%2N UL ILL IOU.- AST-D3161 Amas oRIF,ur, 31Ls3— 13[A3A34 uvDIco13 ULILLIgw96xt) Ouanyrnnvol MNwrtbn Report R2l,larn AL Il/D2Ji033 1UA/zoM UL tIL I�M 961t) Cmbnl ImpwIMR^pw,e2l,Mwrlbwn. PA I, UC.IOW 96T51 uI LLC IOUA esl) Q6uay QMNr CaMrol Uwkh tanvq 6rynlfon Repw1, R21,Twr4loesa.ILL MNregbn Repwt R3l, MvnllPncry,w ww"I5 o2/ta2DI5 m/ieyxols UL LLC.IDUA%Sti Oval",_ rnywnbn pepwt R2L SMhenU 01ps/rois UL LLL mu" %cal QuMty Cemrpl FipwtMr Repen, R2l. Savanwb, W Dx/13/1025 UL LLC. IDW 9M51 Conud Inipxtion Report. Rif. MYpreapops, A64 OLl6/A15 UL LLC.IQ o-I, Cont. Cava" Cw MNtWrtio-r Report, Rtl, M.vNrwn,w 0W21i3au2Dm315 t(mhA_ lDUa %Isl OpaNYConhW tperNon Report RxL Tampa.n D3/DS/Mls Usee I R2LLLDue-) kOw-1 n s 0m2//m25/romtS U%.) In, LLC Iqw-1) ad a OwarY C6nlrM ttbRL. LDmmabe. br�etrbn Roper. RE.Liwpaw.0 o3/ox/tail PaDDUc r DldCwngN: 4.1 Asdvlt5hiwles: 4. t:1 Mmqun^WeamerMas*, Royal Sovereign^ and anave, all a ul,R' sMildmrad 3�N6 asprak root shingles. 4.1.2 Camelot', Canrebt• 11, FDVmTy Malrsi0n• Ir, GIaM CanYM•, GSM Sogvoia•, Grand Seguda• Ill Aso_.-• Sierwa•, Timberline Amwkan Harveyt•, TmmerW Anmorihea, H, 1 Wlee• ..coral Shadow•. Timberkre IID•. Timbwav, Coot Sores, T-11,eMre Ultra HD• aid WoodyM• are fibergass reiMorced, alMwted xphaR roof shingles 'I' 3 SIIWKM'isa fibergass reintorcedS bbaspranroM shingle, 0.2 Mora Ride Shkwlea: AZ.I I' a AAidge^ Ridge Gp Shingles, seal-A-Rdp- IR Impact -Resistant Ridge Cap Shingles aid TimperteR'Premum RRlp Cap SN,W. are fawrgWs reinrw Led, ley rat ridge aspM1ak roof minglee 4.3 4.3.1 Pro -Starr' 50mil Snip SNngas aid Weathe,81odo r'• Premyanl Faee/Rgke StxM Nrip xe starter strips fen asphak roof sMrgles. UNu14Ns: 5, Thor is a buildmg code evaluation. Nenher 1-h IERD nW Roeert Nienanen, P.E. are, in any way. Ore Designer on Rerord for arry project on which this Fvalatio, Kepler, or previous -,Jam ihtreol, IVw used Jr, Wmndng or deign guidarce unless Waited spxdkally for Ith. Wnpose. 51 Thn Evaluation Reporth notion useinme HVH2. 5.3 Fire Caaef-Ion Is not part of this Evaluation Repoli; refer m L ,, ApW,w 1 NoO.ng Mxerials prenory for lire 'units of this prodncl. 5.4 went CassRxation: 5.4.1 The GAE W MN s wele. noted b SMion 4.1 are chavi ad b eaordarce with FeC Tables lW7 23 1 OM rID51.6.1 to AST. 031151. [ass F aM/w ASTM D7159,<Iass H, Indkating Ike 01,loS are xC.pl.W for us in A win awes up [o v„a=J. mph 0',R-1-mph). Refer to We .for -Nation reeveem- to nett the whrd neng. 5.4.2 The GAF Np & .,* Oftes noted . sedan 4.2 are Casnfed in Rccxtlaxe with Facc Tables E.507.2.7.1 aid R9D5.2.6.1 to ASTM D3J61, Class F, hdoring rite shingles are xcept# flu nor in all what tones uP.1_ = ISO mph 0-19a mph), Rana Se <ion 6 firl.R MxMiOI.WilemmU to m fit M rating. EXTERIOR RESEARCH & DESIGN, I.I.C.Cem%kme oJAumwambn a9503 353 Citing" STREET, UNIT 913 '�I(•''� i`Y cYiJ OXFORD, CT IMAM PHONE (203I2.2-9245 I.:I20312Q 9243 E'VALUATM7N REPORT GAF Evalwfmn Report OLRK.01.0&R17 1 Campus Drive FL7012Nt1s Panlppany, NJ 07OS4 Date of h niumee: 01/D7i2BDg Revhbn 17:03/31MIS scoee: This Evaluation Report is issued under Rule 61G20.3 and the applicable calks and reglflatiom goveming the use of construction materials in the Rate Of Florida. The documentation Submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Budding Code and Florida Building Code. Residential Volume. The products described herein havebeen evaluated for compliance with the Sn Edition (2014) Florida Building Code sections noted herein. DFScarrwN: GAF AtphaR Roof Shangles LMUN6: labeling Shall be in accordance with the requirennerds the Accredited Quality Assurance Agency rated here n. CONTINUED ComauANeT: This Evaluation Report's valid until Such time as the named preduct(s) changes, the referenced QualityAssuranra documentation changes, Or provisions,of the Code that relate to the product change. Acoepeanot of thisEvaluation Report by the named client constitutes agreement to notify Robert N ernmen, P.E. if the pRDduct changes w the referenced Quality Assurance dowmmtMion danger. Trinhyl ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. AmmilleEMEM: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be dsplayed in advertising filterable. e. R any portion of the Evaluation Report is displayed, then it sflalllbe done in its emirety. balelct"' Upon request, a copy of this entire Evaluation Report shall be provided to the user by the reamlfacturer or its distributors and shall be evadable for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through S. prepared by: a �Ya;cs r'n•,,. Robin J.M. Nleminen, P.E. Florida Repislroflon N0. 5916., FlWidp DCAANFl983 A"••,•_ a r.w Cmmcaaariolt Rov-: n.s.,.w..w.a...,...,,.unw,.�w.w. 1. Tr6wyllan open - have, caw does n +neat to xgvue or we It xwrire, a fi,wrw interest in arty _pan, -O.-le, or dntnlRA6g Wodpns k evakMtw. t. 1'rinavl ERD a rot oared, operated or mnuvlad W arty com W nv manuMmunrg or dntrltwtkg Wodums k evaluaRs. 3. Roam Niemiren, D.E. (ben Mt hat trot wit xquire, a IiwrmNimwest in anY compam rwnuFdcNlvg or dnaallnirg Madnrts fw whbh tat MWxbn reports are being issued. 0. Robert Nieminen, D.F. does riot fuse, rot aid algvire. a financal'mWest in any other entity intuited in Ole a -A prxess M the WMucl. 5. TMS n a building Lode evaluation. nehhw, TrelmlERD no, Robert He minen P.E. x,, in any all , me Desgner of Record b amy prgect on which INs Eva4lapon Report. W Weeiou3 eerskan tMreM, is/was used Im permhalg or design Nidarce unku rnaired specifcalN for that pumose. 6.41 nstalatlon of TimbMeR Premium Ridge Cap Shingles Shall ComaN aim the ma.vI Nreri current ,b*Fad mtructiom aim a miMmum two 12) wan, minimum 3/8arch head diameter, per sNngle aid beads M Solna— NPl Gun Grape Pdyonnhane Saab. w Henkel Pl Rooting aid Flashing Seam. 6A.3 Fastened shall W io xcoMance with the manMxa vet yuMnhed requirements, hn rat ass than F8C IW7.2 6 W R9o5, S Stapbsarerorpermitted. 7. Uv ti1116: 7.1 W lotting maN W b xcxdarce with the retpdremmU the ACcretlitM QMN[y Aswrana Agell[Y rated hereto. "I Aaprak shingle wrapcen still indicate comprarce with one of tie req,i ed Llassificu- denvee l . FBC Table 1501.2.7.1 / R915.2.6.1. & BuawNe Pekwn R[gwaMdls: A required W Ito Building Official. AutMntyH col, Rubdlttionin order to pr,.,W evaluate tra imtilWbn of mr, III— 9. Mlseura-PIAwR: Con[xt the Surreal OR ..IN for infomxion on which plants pl d e Woauch -led W Florida Rota 1I.-J QA requirements. 10. QuA AssuR.tact ENmy: UL LLC-QVAM6 5; (847)Fla 3281 - END OPwALUAR)wRepo" - FaMeiw Resewmwy 4arfA LLG Er.uwbn MRwtalS%al.W al) Wed.. RweNeh aid D.Ipr, ll< FJwalbh lapt0%Lal.eMl] «rWk4M e/awwl.wamaPsoa ND]Na1S CNrtNwrc WARmwImrM4ssaa R1a12M15 Pasihlan ll: e3/31/ials ReHavn Pyeaa sv:egset s RpaMs ari REVISIONS NO DAYF DESQUPIION RDOFRaq SYSmeb F VAu6anoN: L S_- Dmduld(ategm,: Roofing SYtrGtagory: AsphaltStwi le, CanpMnne StanlnM: GAF Asphaft Roof Shvo- 41 produced by G23, M1ave denwmtrated comprarce .. the faWwbg raw of the Florida evadbg Code aid Owida ..wing Co., Residental voNme mrowif, renmg in xcordaxe with the folbwhg5landards. COmptiarc<hsubjeRto Melnslilatbn 0.equirerrentSaM lim4atlwN/GWIdRwm of Use set forth hernn. z srAfnn.lg: lam smad1w ig! !so]1.s,e9os.a.4 ""via Dlppeore ASTMD3a62 zm9 150].2.Tleam.z61 kid Resllrsae ASTM m163 mD9 350>.211. e903.x.6t WIM Resetanre ast. Dole 2a0a ii 1:u7.2.7.I, R%51.6.1 world Ihewaame Tat m> 3ao5 C $ a & RFiGENGS: Stull ' n E!(msfla RW t, 2 g Ref meel IPOM19111 letter MEmaNNrvy SeYARigw Rhwad Rev3arnN ou13/2D PItllSASTMD34M GAF-059-0201 09/0]1h1oeM y Asp p PN Pol%2 OS/35/MS M.".) .. R-,.as UNIT1]b) -6In pp M q C 93m­ ov./1%3 Us IttT t>b) ASTM l 99M43R35 oUu/2a% O UI P"1]NR tors lo] 9aNe%l2 03/29/xl%D tI, ULtttT 11" scat o3r6x 0IM92Mz o2/02/1%1 ';1 w 8 ,g UL piT 1]NR I M.- TAt lm CSRR9]% Swli'10e1 0 4n C uLOST viol �siM 03I61 oINR3]1u wlRnml p a a oULs1Am-1- v/IW- MT I"M NI- a wealeaz IMPSIi4ol AS1MN161 TAS III7 a2-1 (JaRef2%2 Ullm viol ASTM D3163 D3CA536] m/Il/ZS3 Q �n G y LC Ul(ttTl7b) ASTM DI%2 03.I264M tort]/20D! I\ UL Im 114" PbiM D346d q.1- OW/laol TI S UL PSI t]4ol AST. D336] O4xR1)85o (a23R004 MITsr 1]bl ASTMD3163 OW3%46 oula]O05 d a C UL PSI I]ara atTM 03b2 04NRIlW9 1,AW eS ASTM Dp G a M IIST I]bl 3161 =2MB8 os/m]l0e UL (T$T 1]bl ASTM- oselcmul W10/20% Q N MIRT 1740) 3u D3163 %N1074I4 ot/3u30% a In (T$T 17401 ASTM 1I6103a62 n6C ]M177 06/Oa/EWti UI ITST l]4ol ASTMD31M,03467 OaCAI%]4 06/16/20aI M(m 1740) ASTM D3161 D1Ki oSU312i1 Io/l8/I%fi UL DSi 1740) ASUA DSRQ OaCA336D! 12/UullN6 UL MT I-) ASTM D3161, D34ti3 OkCAUmS Iun/mab M f15T lib) AS1M pilot mMWsne D3/13/ZO% M ITST 1ib1 ASTM D3i6t diU31611 p/p1/NOx M lnir )taut aSIM ooll .7-11b W/O 7 MlttT llbl ASTM D3161 D34M 07CA31]42 UOaf o] Mint 11401 AS1M D3161 mitt D1a61 %U06100 03/13/2aae MIm ]]Nit cou 0.4a6x 07U3- DtpJZ:XRe MPTI]bl SM D3l61. D3a62 OXAlOAY 03/xN10p9 M PST IMUI a5TM DI.:63462 o9CMl6%b U"IA'S109 MIm 1-1 AS1M D3161, ml5g D341t ®NR06M1 oM03/1009 M 1m 17401 ASU.t D3f61 m15a D3a61 mCAi]281 OflR]/2o09 2. PST -) ATTM OIlbt, D]tt4, b1462 1xa35554 o3/OSlNIO O. M I-RT n" ASTMDl161 D]l5a 1U462 3oCA13686 DS/IS/roio E M MT 1]bl nSfMD3arp IOC.PxW OS/])/2m0 Ip .IPS t]b) MD3a62 lOGll%3 10/1W.IS D 9 UL PST 1]40) ASIM0316Lm15a D3462 Soratt%I 10/30t.. "' O ULMFI7.I A31MD31 C-Sti- IONR- Up4m m M lm I-) aSTMD316Lm35ADMM OIY/p610o OU3adtio m m O En'alnrlWeRNrNM Rsip,llL EMkwawh rema150 ee'D> 'T H CerlRreaeo"arIwdMvraalo! gla12MSS m Rrraba a7: nv3Vzass m PyeaMs M � ^a ESN o o `o vGw V � 22 N ul m p at U t a to c 3ca 5.a.3 Classes anon by aSTM D]158 applies to eaposwe utegory 8 w C aid a Wining height M 60 Feet W kss..Cakuafbns W a wakWM design pMessiowl are re,olee In, WWKIM ouUiM thee, Iimaations. Contact the mingle manulxturer for Italia _x r0 each s)vrgIF' 5.5 AN producU In the roof assembly shall rave qualR, aswraxe audit in -daxe woh One Iloilo ..ad., Code arid J F.AC. RON 61G20-3. & wsaltATaH: > J 1,1 United"-, O ..LI UnMlay .short W xcepa.e to Gar and shall W. current Florida ...de Product Appoval,.or W -01 �^ Q. ApproredPw Rule 61G20. , MI FK 5Migns C5071.3, l5o].2A x R%51.3. n LL 6.2 See ersNrgle.: bL Q 6.z.I Imlalfat-of pro -start starter stripSWgles aid wearesioker-am Eave/Rake Sr -ship _-'or*_rme Q LL marmf.RoR,` < m v puhlnheE lmtnxtbm. L W 6.3 Asphalt Slimo-, /r� (D �_J 6.3.1 IwtaWtion M asphak mingles flat <ompy wen tat mamdac .,'s current pl b hrad insvucUons, mlrg minimum four U te) 141 nails pw mkgk in xcordarce with FBC SMions 150] 2 or g905.2, wait [W lopowing eaceptmm: � Z r Camelot iUmebt 0, Grand Canyon, Grant Se Rl vX GaM Sale" IR, aid Woodland require minimum Five 15) 0 EC nails per shingle. O • SaWire legrirm minimum se, (6lrahper minpe. U� N 6.3.2 Fastened shall Win cwdarce with manufec.-n puh05hed requirements, but ml kIs than 1. 3501.2.6 ar f`f1�1 (��E R9o5.2.5. lute,— cam permitted. ti 6.3.3 Where tat IWI slope eNeeds 21 secant w,rical in 12 u holi W, ­1 methods of fors ,, are lq,wed. Contact Q 0 the mir d, manMxwrer foe delall, 0y 6A Hb&Help Shin les: 8 J 6A.1 ImalYlbn MSnal-A Ridge Ridge Cap Shin Il LL glen aid SeN Rflldge Ill Impac(2) ..In,nr Ridge Cap a_IeXh 5 sha0 comply wnh the maw i nomem current WbRsrad'mstmcaom with a mnimum two RI ails, minimum 3J8-loch hraddumeler, per O dv^8a aid rbrnilu10.25-mth dameter beadzM NL»4el'Lwtite P153D Rool & Famiry SeaanY. � LL �I I JOB NO. DATE FBC 2014 DRAWN BY MANUFACTURE tawiw RrMweaMpralle uc swkwmn R4eartoas%a1Aaa1T SHEET NO. <wNNeMgaMkwimlrens%pl PLm1u+Ds Rewbn Ir. osfs Vmis nr,geaars GAF- 1 NOTE Approx. proposed roof pitch: 6 / 12 "MUST" be field verified by truss manufacture before production of roof trusses. Proposed finish ceiling height: 8' - 0" (min.) Contractor "MUST" field verify and match existing ceiling height on SFR. All door and window header heights to start at: 6'- S" Contractor "MUST" verify "ALL" lintel height locations with owner before construction begins. Truss company "MUST" field verify all existing roof conditions, roof slope, overhang bearing points, tie-in, etc. before engineering and manufacturing of roof trusses. Daniel M. Ossman Drafting Service and Architect who signed / sealed the plans assumes no responsibility for errors in production of roof trusses due to negligence to conduct proper and accurate field inspection by truss manufacture and dimensioning. Contractor MUST field verify and match atl existing conditions including roofing material, exterior finish paint colors, and soffit / fascia board. Truss company is responsible for verifying and matching existing roof pitch and overhang. Fiberglass shingles over 30 Ibs felt over 1/2" plywood sheathing or "opt" 7/16" OSB sheathing with roof structure spaced no more than @ 24" o.c.. See roof framing layout and connection schedule for additional information.. All elevations drawn are for "illustration" purposes only. For "actual" elevation construction, consult construction drawings and structural details for additional information. FRONT ELEVATION -- - FX,_TgRIQR FINI0H: Match existing 1/2" wood lap siding or hardie board over a water resistive "Tyvek" vapor barrier, over 1/2" cd-x plywood sheathing that is nailed with 10d x 1 1/2" nails @ 6" o.c. edges and 12" field, over 2 x 4 exterior wood studs @ 16" o.c. with R - 13 insulation between and finished with 1/2" drywall on the inside. Water resistive barrier in accordance with Section R703.6.3, of the FBC 5th Edition 2014 Residential. ATE END FINISH: At gable end only, 1/2" wood lap siding or hardie board over a water resistive "Tyvek" vapor barrier, over 1/2" cd-x plywood sheathing, that is nailed with 10d x 1 1/2" nails @ 6" o.c. edges and 12" field. Water resistive barrier in accordance with Section R703.6.3, of the FBC 5th Edition 2014 Residential. SCALE: 1 /4" = 1' - 0" a A W gl I m MIN IN f`/ir�i/ rf tlG. Starr • , -^ t e A V✓ 1�v'\[�•j�/e• �{s�®(Ay RZ A�"f®®� V3r�✓r l � WI'' LL AA��"� (-Typ ) �..�.. . v na�O P El>< 15`Tr \ F-L - + -7 (Tr ,) LEFT SIDE ELEVATION SCALE: 1/4" = 1'- 0" SCALE: 1/4" = 1' - 0" rn w H z Q 3 Qz J wow 00 m 00cn VWUVJ �oz ir z0250 J Wzmww ®--ZU. 3>X00 �a�zC) Q �W o(L 2 N w 0W Z W - MO(L •� 0 0 �j OD L ,a o (1)C r u L o. C. 0 N 00 �WUJ L {U r O q U r-N<CM Q3 C M > -CO 0 a) -0 M trj L �« W _i Lf_ fA U- M LO U 0. E �t N E U '0 (� a U L � p � <> c 9, o M E�� �vE,EE�� v,om W�`4 c o o as = cc -� 00 (D2 m.Uj c H®mot-2N� a) N LO CM V—/j� cc z V! 0 < ,� J LL r N 0 M L z 00M - C ® LC) N CM C1--j L lU JOB NO. 5803 18TH STREET DATE SEPTEM BER 3, 2016 DRAWN BY Daniel M. Ossman S I-ieAI 1 - S EL 1 VI u-, SELF o f cojvE�Jno�j- Fam1 Foaz -r lzijsS L.,�o Ln' [ Slrtj \ "LTSI Z'` 1\/41 L4 , I"-( - TzuSS o F- C,CD Q 71(D L pzl�j-i VALLEY TIE - IN DETAIL SCALE: N.T S. Florida Product Approval -- — Category_ Manufacturer _Approval Number-, SingleProduct • Window PGT Industries Insulated r Exterior CorporationBuilding • i • !! ! Products, Inc. Asphalt Shingles• . FL 10124 Ridge GAF Corp FL 6267 . Vented Vinyl SoffitKaycan 1. Any products that are substituted, must meet or exceed products specified. Contractor provide product datatobuildinginspector s of inspection. NEW #2 2x4's @ 16"o.c. MAX. #2 2x4 SOLID 8L0("K�l(wG J R I . ` `Y f D . NEW #2 P.T. 2x4 SECURED TO EXIST. STUD W,j (3) EQUALLY SPACED 8�" dic). x 4 Tong LAG SCREWS W/ WASHERS NEW CONT. P.T. 2x4 SOLE PLATE NEW CON T. #2 2x4 CAP & ! I E --\ �i -- EXISTING FRAME WALL TO REMAIN EXISTING SOLE PLATE f TO REMAIN u� ,NEW SLAB EXIST. SLAB/F TG. SCALE: N.T.S. 0• heated living area ..Existing covered patio Existing utility room Existing covered front• 1 Y257 s/f Total square footage under roof Proposed heated living area addition NOTE: Repairs, alterations, additions, changes in in occupancy and relocated buildings roust comply with all applicable requirements per section 101, of the Florida Building Code 5th Edition 2014 Existing Building code Book. sectionNOTE: Alteration as described herein and sh be performed are designated as "level 2" per 801, of • •. Building Code Edition 2014 Existing Building Code Book. I - DESIGN AND WIND CRITERIA� EDTION 2014 RESIDENTIAL) 5803 18th Street Basic Wind -Speed 1 •' '!Building •Category 11 �IWind Exposure Internal Pressure •- - 1 (GCpl) DESIGN WIND PRESSURE FOR EXTERIOR COMPONENT, AND CLADDING Table •-• : ASCE i JHIS BUILDING HAS BEEN DESIGNED TO RESIST WIN# COMPLYINDUCED SHEAR AND UPLIFT FORCES, AS SPECIFIED i' BUILDING CODE EDITION• SECOND WIND r IJ11i 1. See "WALL LEGEND DESCRIPTION" for all existing and / or new wall locations. No interior load bearing walls are being removed. 2. Electrical contractor to rewire the existing structure to current code. 3. Mechanical to install a new I-IVAC heat pump system, air handler and ductwork. 4. Plumbing contractor to replace all existing kitchen / bathroom plumbing fixtures and cap off any unused drains. 5. List of other items that are to be replaced on said project: A. Complete kitchen, bathroom remodel including cabinets and appliances. R. Replace interior doors and repair existing windows as needed . See window and door schedule for more information and locations. C. Replace all existing drywall and insulation. Raised wood floor system: Exterior frame walls: Ceilings: 1/2" Drywall on all interior walls 5/8" Drywall on all interior ceilings R - 19 Insulation min. R - 13 Insulation min. R - 38 Insulation min. D. Install new interior finishes such as baseboard, hardwood flooring, carpet or tile. E. Paint interior and exterior of house. F. Repair soffit and wood facia as needed. G. Repair all termite damaged wood siding as needed. H. Tent the house for termites if needed. r.®r Z. .mow cva A � 6-0 F FDaa CL �M�� ��®® C co �tC<2 W C ea (0 2 e� _Cei �� a UJ (n LL E 4? E ®v o _ { 1 �- co �® < L� a, O UD E T f � o M W o w o �} C U3 N v � (D -00u�3: c-iCL 4 4 _"0 4-a l� JC JC a- (D LO N co CD Ln JOB NO. 5803 18TH STREET DATE SEPTEMBER 3, 2016 DRAWN BY Daniel M. Ossman .rrmina Layout 1 Framing layout drawn: by Del M. Ossman: Drafting Service, Inc. is a schematic 5 Truss design drawings shall be -prepared in accordance to and conformance- with -section representation only. it is the responsibility of the General Contractor to make a field R802.1.6.1. These documents shall be provided by the truss manufacture at time of truss inspection to verify "ALL" existing field conditions including accuracy in dimensions with delivery and approved by the building official prior to the installation of the roof truss. proposed plans. General Contractor "MUST" certify in writing (tie time and date) that (See code section items 1-13). this field inspection was conducted on and submitted to truss manufacture. If this field inspection was "NOT" done prior to giving said plans to the. truss manufacture, then the 6 This plan as indicated is diagrammatical in nature for permit and contract purposes only. "GENERAL CONTRACTOR WILL BE HELD LIABLE FOR ALL COST OF ANY / ALL Any revisions as required by the truss company's engineer as indicated on truss company's MfSTAKES" on pre-engineered trusses that are constructed for said pry. Daniel M sealed drawings shall superseded this drawing. This also includes truss company's Ossman Drafting Service, Inc. "WILL NOT BE HELD LIABLE" for errors made on any specified hurricane and other anchors supersede one shown on this drawing. framing (f#oor or roof] truss layouts. 7 If shingles are being used, shingles MUST comply with section 905.2.2, 905.2.4.1 and 2 Upon receiving said plans from the General Contractor ... the truss manufacture table R - 905.2.6.1 for wind resistance, FBC residential code 5th edition (2014) residential. 'UST" make a their "O l" fieW inspection to "DOUBLE CHECK" ail exists few 8 CONTRACTOR, MUST COORDINATE WITH TRUSS MANUFACTURE FOR ALL VAULTED, TRAY, cond ort s, roof sly, overhangs, and dimnsions prior to manufacturing of any / a FLAT AND OR OTHER CEILING TYPES. CONTRACTOR IS 100% RESPONSIBLE FOR THE trusses. Truss manufacture "MUST" certify (the time and date) that this fieid inspection EXTERIOR WALL CONSTRUCTION METHOD WHERE A GABLE END IS CONSTRUCTED. was conducted on by their company. This certification must be given to the Genera4 ALL EXTERIOR WALLS MUST COMPLY WITH THE FBC RESIDENTIAL CODE 5TH EDITION Contractor in writing prior to the manufacturing of any I all trusses on said protect. (2014) RESIDENTIAL, SECTION R - 609 FOR CONSTRUCTION METHOD. SEE ADDITIONAL 3 All thickened slabs / footing on foundation plan are located according to the schematic ATTACHED STRUCTURAL SHEETS FOR GABLE END BRACING DETAILS. DANIEL M. OSSMAN truss layout drawn by Daniel M. Ossman Drafting Service, Inc. Only truss manufacture DRAFTING SERVICE AND ARCHITECT WHO SIGNED / SEALED THE PLANS, ASSUMES NO can change these locations due to truss bearing points and "MUST" notify General RESPONSIBILITY DUE TO NEGLIGENCE OF THE CONTRACTORS FAILURE TO FOLLOW Contractor of these changes as soon as possible. THE BUILDING CODE FOR GABLE END CONSTRUCTION. 4 All hurricane truss straps specified on said project are to be used unless otherwise specified by truss manufacture. All hurricane straps specified are "Simpson Strong Tie" ( or equal ), unless noted otherwise. Only truss manufacture can change any / or all truss straps that are specified on truss layout drawn by Daniel M. Ossman Drafting Service, Inc. Truss manufacture must first notify General Contractor in writing of these changes as soon as possible. FOUNDATION PLAN 8" x 16" conc. flg. w/ 2 - ##5 rebars Cont. w/ a 8" x 8" x16" conc block stemwall above �- 24" x 24" x 12" conc pad w/ 3 - 05 rebars each way (typ)- t +� f � # 6r 1r► FQQTiNG TIE-IN: Dowel and epoxy (2) 16" long #5 rebars 8" into the existing concrete footing and 8" into the new concrete footing (typ). For all conc. block stemwalls erected more than 18" in height above grade, must have 1 - #5 vert. rebar in. a masonry cell, filled and temped solid with conc. Space all vert rebar no more than 6' - 0" o.c. and at all corners unless otherwise noted. Also include 1 - #5 cont. rebar in the top U - block of the stemwall tamped and filled solid with conc. For all conc. block stemwalls erected less than 18" in height above grade, all conc. block cells must be filled and tamped solid with conc. Connection Schedule Manufacturer Model No. Uplift FI Product Approval Location / Use Name Number Simpson Strong Tie HETA20 #,f1810 FL 11473.3 Stemwali connection to rim joist every 32" o.c. max. Simpson Strong HETA20 #1810 FL 111473.3 Concrete block pier connection to 3 - 2 x 8 wood beam / Tie girder. Simpson Strong MTS18 #1000 FL 10466.8 2 x 8 floor joist connection to 3 - 2 x 8 wood beam / Tie girder. Simpson Strong Tie SP1 ##685 FI 10466.41 Bottom plate connection to exterior wood stud. Simpson Strong Tie SP2 #1065 FI 10466.42 Double top plate connection to exterior wood stud. Simpson Strong Tie MTS12 #1000 FI 10466.37 Valley rafter tie - in connector to existing roof structure. Simpson strong Tie LTS12 #775 FI 10456.29 Valley jack rafter tie - in connector to ridge beam. Simpson Strong Tie LTS12 #775 FI 10466.29 Pre-engineered roof truss connection to wood beam. - 1. Any products that are substituted, must "MUST" or "EXCEED" products specified. Contractor "MUST" provide data to building inspector at time of inspection. 2. it's the responsibility of the truss manufacture to coordinate all cathedral ceiling locations with General Contractor before the manufacturing of any floor and l or roof trusses. All ceiling heights are to be a minimum of 8' - 0" unless otherwise specified by General Contractor. ROOF FRAMING LAYOUT SCALE. 1 /4" = 1'- 0" SCALE: 114" = 1' - 0" - - �., T -ram � �-- _ ; ;f r`_"' i Note: 1. ALL EXTERIOR DOORS AND WINDOWS SPECIFIED ARE "IMPACT RESISTANT'. 2. PROTECTION OF OPENINGS SHALL CONFORM AND MEET REQUIREMENTS AS SET FORTH IN FDC 5th EDITION (2014) RESIDENTIAL, SECTION R 301.2.1.2 3. Any products that are substituted, must meet or exceed products specified. Contractor "MUST"provide data to building inspector at time of inspection. 4. Repair existing windows and / or doors as needed. If they "CAN NOT" be repaired, replace with same size and use manufacture specified in the florida product approval list; unless otherwise indicated. 5. Contractor "MUST" (double check) and field verify all existing openings then coordinate with manufacture before purchasing any doors and / or windows. Daniel M. Ossman Drafting Service, Inc. "IS NOT" responsible for any errors in sizes, in the doer / window schedule. All exterior masonry and / or frame perimeter walls are to be considered shearwall segments, except at door / window openings and wall lengths less than 2'- 8" in length. Window and Door Schedule No. Type Size Notes Door or Window Manufacturer Name 1 Existing exterior window to Varies Existing window to remain N/A remain 2 Insulated exterior door 36" x 80" Change - out to a new door if�� needed Therma - Tru Corporation 3 Insulated exterior door 32" x 80" Change - out to a new door if needed Therma - Tru Cor oration 4 Insulated exterior door 30" x 80" Change - out to a new door if needed Therma - Tru Corporation 5 Single hung window SH 25 New fire egress window PGT industries 6 Single hung window (2) SH 25 New fire egress window PGT industries 7 Interior hallow core door 18" x 80" Change - out to a new door if N/A needed 8 Interior hollow core door 28" x 80" Change - out to a new door if N/A needed 9 Interior hottow core door 30" x 80" New door or change - out if needed NIA 10 Interior hollow core door 32" x 80" New door or change - out if needed N/A 11 Interior hollow core bi - fold 30" x 80" N/A NIA door 12 Interior hollow core bi - fold 36" x 80" N/A N/A door 13 Interior hollow core bi - fold 72" x 80" N/A N/A door s (.DI - (01 ' JJ 3,- 0" 0 o a L0 0 0 0 PROPOSED FLOOR PLAN LAYOUT It is the responsible of the General Contractor to make a field inspection to verify all existing field conditions and measurements with proposed plans for accuracy, before distributing plans to any and all trades. General Contractor will be held liable if these inaccuracies are "NOT" submitted in writing to Daniel M. Ossman Drafting Service, Inc. before the distribution of plans. Daniel M. Ossman Drafting Service, Inc. "WILL NOT" be held liable for any inaccuracies in dimensions with existing field conditions or other trades on proposed plans. Contractor MUST field verify and match all existing conditions including roofing material, exterior finish / paint colors, and soffit / fascia board. Truss company is responsible for verifying and matching existing roof pitch and overhang. Tie-in new 2 x _ frame wall into existing 2 x _ frame wall with 1/2" dia lag bolts or 1/2" thru bolts at 24" vertically o.c. l LM[gj ,Existing concrete block mall to remain. Existing 2 x frame wall to remain New 8" concrete block wall. Finish the interior with 1/2" drywall over min. R - 6 insulation over P.T. furring strips For all "exterior wails" use 2 x 4 studs @ 16" o.c. and finish with 1/2" drywall over min. R -13 insulation. For all "interior walls" use 2 x 4 studs Q 24" a_c_ and finish with 1/2" drywall. Provide min R - 13 insulation for all adjacent walls or any other locations that are required by code. Note: At all plumbing walls use 2 x 6 studs to allow for ventilation plumbing stacks. Closet maid ventilated shelving. State of Florida Energy calculation form overrides any insulation R - values shown on plans. Contractor "MUST" coordinate and verify with mechanical contractor before the installation of insulation and mechanical equipment. EXISTING FLOOR PLAN LAYOUT ... . ......... SCALE: 1/4" = 1' - 0" SCALE. 1/4" = V - 0" )HEET NO A-4 METER SOCKET -- E91 $4 CU TO COLD WATER PIPE i DRIVEN GROUND 'ROD. 200 AMP SINGLE PHASE BREAKER PANEL NEMA -30 CIRCUIT i V2* RIGID NIPPLE MTH 2 01 AND 1:3 CU THW CONDUCTOR BY POWER COMPANY ELECTRICAL RIMER DIAGRAM NTS L.E&ENP ELECTRICAL NOTES: WV D1m m OfazT ® Glut IBM maw 1 Provide and install locally certified smoke detectors as required by a4b WV OLVI" OUTLET DOMT FM National Fire Protection Association (NFPA) and meeting the ABOVE C40LMM TOP requirements of all governing codes. mr6120N t7UL%.IsX OUTLET Q SMOKE DETBGTOK y YET �, 1 2 Provide and install Ground Fault Circuit -Interrupters (G.F.I.) as required by the National Electrical Code (NEC) and meeting �t, 6wVtj �1� CZ W .WK the requirements of all governing codes. MkOUND FAUTLET LT ® SMRtNKMt ire sIrG&T7'OUTLET t pmeL 3 Provide and install Arc Fault Circuits (ARC) in All bedrooms WL'-GIALIY OMCT AM ® PUSH 8UT`r0N as required by the National Electrical Code (NEC) and meeting the requirements of all governing codes. SVTGH 01 Caw 0 maft CM Mmom ® AW, W.Y 4 Unless otherwise indicated, install switches and receptacles at E) Racm cm mxTuRE omToA& MMP L the following heights above the finish floor as follows: r tT Mom- 2 LAWS ( STY PM& SWITCHES: 42" Above finish floor MTH= LEM ® STY KEY PAD f -V4WJ OUTLETS: 14" Above finish floor C SC' Fl - 6240 TELEPHONE: 14" Above finish floor 0 CA IDE TELEVISION: 14" Above finish floor GIB MOW Mx7m DETECTOR ►" YOILL MOtXT IMIXTIM Air handler is located in the existing house either in the attic, closet or garage. Under this scope of work, this unit will remain in it's present location or to be changed out and relocated. If this unit is to be relocated, it's new location will comply with the most current mechanical and / or building code. All new ductwork that is to be tied into the existing trunk must use 6" flexduct (typ). Electrical layout is schematic only. This electrical layout hereby complies with the 2011 National Electrical Code; and the Florida Building Code 5th Edition 2014 Residential. Electrician "MUST" coordinate with general contractor and / or owner before the installation of all fixtures. Per section R 314.3.1 To all alterations, repairs and additions. When interior alterations, repairs and additions requiring a permit occurs, or when one or more sleeping rooms are added or created in an existing dwellings, the individual dwelling unit shall be provided with a smoke detector located as required for new dwellings; the smoke detector shall be interconnected and hard wired. Per section R 315.1 All carbon monoxide detector are required to be installed within 10' of all sleeping areas. Detector must be both hardwired and battery backup. ELECTRICAL LAYOUT SCALE: 1,14" = 1' - 0" v N p^ L" E � G L flp � C I u /�� a •a •� •cc A � L 0 N r L o W t° � V UNQco a) lA o 2.1 6_W_;� v� N 2 LZ � co � � fQ. ) Q E�=a) E � U 0 c 0 ) 2 CD M gyp' cnQ �� e 7an o®o t E � 5 W _q) L v, O m N a c® a-Q 0 co � _� -a ot-- u-L fn c N C !-- r O F ❑ U F-� N IZ CV co M z Q O LL 00 to CL Z � � 4) 0 U")- N D JOB NO. 5803 18TH STREET DATE SEPTEMBER 3, 2016 DRAWN BY Daniel M. Ossman R 318.1 Termite Protection. Termite protection shall be provided by registered termiticides, including soil applied pesticides, baiting systems and pesticides applied to wood, or other approved methods of termite protection labeled for use as a preventative treatment to new construction. See Section 202, Registered termiticide. Upon completion of the application of the termite protective treatment, a Certificate of Compliance shall be issued to the building department by the licensed pest control company that contains the following statement: "The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services." R 318.1.1 If soil treatment is used for subterranean termite prevention, the initial chemical soil treatment inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. R 318.1.2 If soil treatment is used for subterranean termite prevention, soil area disturbed after initial chemical soil treatment shall be retreated with a chemical soil treatment, including spaces boxed or formed. R 318.1.3 If soil treatment is used for subterranean termite prevention, space in concrete floors boxed out or formed for the subsequent installation of plumbing traps, drains or any other purpose shall be created by using plastic or metal permanently placed forms of sufficient depth to eliminate any planned soil disturbance after initial chemical soil treatment. R 318.1.4 If soil treatment is used for subterranean termite prevention, chemically treated soil shall be protected with a minimum 6 mil vapor retarder to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, re -treatment is required. Any work, including placement of reinforcing steel, done after chemical treatment until the concrete floor is poured, shall be done in such manner as to avoid penetrating or disturbing treated soil. R 318.1.5 If soil treatment is used for subterranean termite prevention, concrete over pour or mortar accumulated along the exterior foundation perimeter shall be removed prior to exterior chemical soil treatment, to enhance vertical penetration of the chemicals. R 318.1.6 If soil treatment is used for subterranean termite prevention, chemical soil treatments shall also be applied under all exterior concrete or grade within 1 foot (305 mm) of the primary structure sidewalls. Also, a vertical chemical barrier shall be applied promptly after construction is completed, including initial landscaping and irrigation/sprinkler installation. Any soil disturbed after the chemical vertical barrier is applied shall be promptly retreated. R 318.1.7 If a registered termiticide formulated and registered as a bait system is used for subterranean termite prevention, Sections 1816.1.1 through 1816.1.6 do not apply; however, a signed contract assuring the installation, maintenance and monitoring of the baiting system for a minimum of 5 years from the issue of the Certificate of Occupancy shall be provided to the building official prior to the pouring of the slab, and the system must be installed prior to final building approval. If the baiting system directions for use require a monitoring phase prior to installation of the pesticide active ingredient, the installation of the monitoring phase components shall be deemed to constitute installation of the system. R 318.1.8 If a registered termiticide formulated and registered as a wood treatment is used for subterranean termite prevention, Sections 1816. 1.1 through 1816.1.6 do not apply_ Application of the wood treatment termiticide shall be as required by label directions for use, and must be completed prior to final building approval. R 318.2 Penetration. Protective sleeves around piping penetrating concrete slab on grade floors shall not be of cellulose containing materials. If soil treatment is used for subterranean termite protection, the sleeve shall have a maximum wall thickness of 0.010 inch (0.254 mm), and be sealed within the slab using a non- corrosive clamping device to eliminate the annular space between the pipe and the sleeve. No termiticides shall be applied inside the sleeve. R 318.3 Cleaning. Cells and cavities in masonry units and air gaps between brick, stone or masonry veneers and the structure shall be cleaned of all non preservative - treatment or non naturally durable wood. or other cellulose - containing material prior to concrete placement. Exceptions: Inorganic material manufactured for closing cells in foundation concrete masonry unit construction or clean earth placed in concrete masonry unit voids below slab level termite treatment is performed. R 318.4 Concrete bearing ledge. Brick, stone or other veneer shall be supported by a concrete bearing ledge at least equal to the total thickness of the brick, stone pr other veneer which is poured integrally with the concrete foundation. No supplemental concrete foundation pours which create a hidden cold joint shall be used without supplemental treatment in the foundation unless there is an approved physical barrier. An approval physical barrier shall also be installed from below the wall sill plate or first block course horizontally to embed in a mortar joint. If masonry veneer extends below grade, a termite protective treatment must be applied to the cavity created between the veneer and the foundation, in lieu of a physical barrier. Exception: Veneer supported by a structural member secured to the foundation sidewall in accordance with ACI 5301ASCE 5/TMS 402, provided at least 6 inch (152 mm) clear inspection space of the foundation sidewall exterior exists between the veneer and the top of any sod, soil, s mulch or other landscaping component., deck, apron, porch, walk or any other work immediately adjacent to or adding the structure. R 318.5 Protection against decay and termites. Condensate lines, irrigation / sprinkler system risers for spray heads, and roof downspouts shall discharge at least 1 foot (305 mm) away from the structural sidewall, weather by underground piping, tail extensions or splash blocks. Gutters with downspouts are required on all buildings with eves of less than 6 inches (152 mm) horizontal projection except for gable end rakes or on a roof above another roof. R 318.6.1 All building sites shall be graded to provide drainage under all portions of the building not occupied by basements. R 318.6.2 The foundation and the area encompassed within 1 foot (305 mm) therein shall have all vegetation, stumps, dead roots cardboard, trash and foreign material removed and the fill material shall be free of vegetation and foreign material- The fill shall be compacted to assure adequate support of the foundation. R 318.6.3 After all work is completed, loose wood and debris shall be completely removed from under the building and within 1 foot (305 mm) thereof. All wood forms and supports shall be completely removed. This includes, but is not limited to: wooden grade stakes, forms, contraction spacers, tub trap boxes, plumbing supports, bracing, shoring, forms or other cellulose - containing material placed in any location where such materials are not clearly visible and readily removable prior to completion of the work. Wood shall not be stored in contact with the ground under the building. R 318.7 Inspection for termites. In order to provide for inspect -Ion for termite infestation, clearance between exterior wall coverings and final earth grade on the exterior of a building shall not be less than 6 inches (152 mm). Exceptions: 1. Paint or decorative cementitious finish less than 5/8 inch (17.1 mm) thick adhered directly to the masonry foundation sidewall. 2. Access or vehicle ramps which rise to the interior finish floor elevation for the width of such ramps only. 3. A 4 - inch (102 mm) inspection space above patio and garage slabs and entry areas. 4. If the patio has been soil treated for termites, the finish elevation may match the building interior finish floor elevations on masonry construction only. 5. Masonry veneers constructed in accordance with Section R318.4. R 318.8 Foam plastic protection. In areas where the probability of termite infestation is "very heavy", as indicated in Figure R301.2(6), extruded and expanded polystyrene, polyisocyanurate and other foam plastics shall not be installed on the exterior face or under interior or exterior grade and exposed earth shall be at least 6 inches (152 mm). Exceptions: 1. Buildings where the structural members of the walls, floors., ceilings and roofs are entirely of noncombustible material or pressure -preservative -treated wood. 2. When in addition to the requirements of Section R318.1, an approved method of protecting the foam plastic and structure from subterranean termite damage is used. 3. On the interior side of basement walls. COMPONENT AND CLADDING LOADS (psf) EFFECTIVE WIND AREA (square feet) +28.5 -39.3 +26.9 -38.5 +24.7 -37.4 +23.1 -36.6 9 9/-66.2 +24.7 -58.6 +23.1 -52.9 ■+28.5 -71.9 +26.9 -66.2 +24.7 -58.6 +23.1 -52.9 +40.6 -43.3 + 37.3 40.0 1. For effective areas or wind speeds between those given above the load may be interpolated. Otherwise use the load associated with the lower effective area. 2. Table values shall be adjusted for height and exposure by multiplying by adjustment coefficients in table R 301.2 (2) of the Florida Building Code 5th Edition 2014 Residential. 3. Plus and minus signs signify pressures acting toward and away from the building surface. Connection Fastener Joist to band joist, face nail 16d common Joist to sill or girder, toe nail 8d common Bridging to joist, toe nail each end 8d common Ledger strip 16d common Sole plate to joist or blocking, face nail 16d common Top or sole plate to stud, end nail 16d common Stud to sole plate, toe nail 8d common Double studs, face nail 1 Od common Double top plates, face nail 10d common Continuous header, two pieces 16d common Ceiling joists to plate, toe nail 8d common Ceiling joists, laps over partitions, face nail Ceiling joists to parallel rafters, face nail Rafter to plate, toe nail 8d common Built up corner studs 16d common Built-up girders and beams, of three members 1 Od common Wood Structural Panel / Subflooring 19/32" or 3/4" Wood Structural Panel / Roof & Wall Sheathing Gypsum Wallboard H 3 tab asphalt roofing shingles 1 O. common or 10d hot dipped galv. box nails 8d common or 5d hot dipped galv. box nails 1 1/2" drywall nail 1 min. 11 ga. Galt'. nails with min, 3/8" diameter head 3 3 2 3 at each joist 16" o.c. 2 4 24" o.c. 16" o.c. 16"o.c. along each edge 3 3-16 or 4-1 Od common 3 24" o. c. 32" o-c. at top and bottom and staggered 2 ends and at each splice 6" o.c. edges and 12" o.c. intermediate 6" o.c. edges and 6" o.c. intermediate 7" o.c. on ceilings 8" o.c. on walls 7" o.c. on ceilings 8" o.c. on 6 fasteners per shingle 6391 1 CODES: 1.1. Current edition of The Florida Building Code 53th Edition 2014 Residential. 1.2. Building code requirements for reinforced concrete (ACI 318-06). 1.3. American Society of Civil Engineers minimum design loads for buildings and other structures Chapter 46 (ASCE 7-10). 2. 5QIL5: 2.1. Minimum allowable soil pressure 1,500 PSF See Table R401.4.1 for specific soil presumptive load bearing values of foundation materials. 3. CONCRETE: 3.1. Concrete compressive strength at 28 days: 2,500 PSI (Normal weight). 3.2. Reinforcing bars: ASTM A615 (Grade 60). 10.3. Welded wire fabric (WWF): ASTM Al 85. 3.4. Detail reinforcement in accordance with ACI 315. 3.5. Concrete coverage of reinforcement: Footings 3; bottom and sides. 3.6. Earth supported slabs: (Including exterior walk and driveway slabs) 3 Y2" thick, reinforced with 6 x 6 - 10 x 10 WWF at mid depth of slab. Fiber -mesh may be used in lieu of WWF at contractor's option. 3.7. Concrete operators shall comply with ACI standards. 3.8. Lap splice shall be as follows: #5 bar 25": #4 bar 20" and #3 bar 15". 4. MASONRY: 4.1 Design and construction shall conform to the specification of the National Concrete Masonry Association and ACI 530. 4.2 Minimum masonry unit strength: fm 1,900 PSI. 4.3 Mortar shall be type "S" or "M'. 4.4 All block cells and cavities below grade shall be filled with concrete when sternwall is greater than 24" tail above grade. 5. MOD: 5.1 Wood structural framing members: #2 Southern Yellow Pine (unless noted otherwise) with an allowable bending stress (fb) per NDS-91 = 1,250 PSI and a modulus of elasticity = 1,600,000 PSI. 5.2 All exposed wood or wood in contact with earth or concrete to be pressure treated, 5.3 Roof sheathing: 1/2" C-D grade plywood (or 15/32" OSB) under 30# felt under 240# fiberglass shingles. 5A Untreated wood shall not be in direct contract with concrete. Seat plates shall be provided at bearing locations without wooden top plates. �MILVJWA IMMMUM19an ke-aa: Live Lo-ads. Digad Dwelling Floors- 40 PSF 10 PSF Balconies- 60 PSF 10 PSF Guardrails / Handrails: 200 PSF 10 PSF Balusters: 50 PSF 10 PSF Shingle Roof: 20 PSF 10 PSF Built-up Flat Roof: 20 PSF 10 PSF Tile Roof- 25 PSF 15 PSF GENERAL NOTES: 1 All work shall conform with the latest adopted edition of the Florida Building Code, Mechanical Code, Plumbing Code, The National Electrical Code and all applicable codes and regulations, local, city, state, federal, safety board of fire underwriters and fire department. 2. Workmanship shall be equal to the best trade practices. 1 All installations of manufacture's specifications shall be in exact compliance with manufacture's printed instructions. 4. Contractor and / or owner shall verify all existing conditions and dimensions before any phase of construction is to commence. Daniel M. Ossman Drafting Service is NOT responsible for any errors in dimensions. 5. Contractor and / or owner shall coordinate all work between site, building electrical, mechanical and plumbing before each phase of construction begins. 6. DO NOT SCALE PLANS. DATrE_ JULY 1, 2015 DRAW' BY Daniel M. Ossman SECTION 2406 SAFETY GLAZING 2406.1 Human impact loads. Individual glazed areas, including glass mirrors, in hazardous locations as defined in Section 2406.4 shall comply with Sections 2406.1.1 through 2406.1.4. Exception: Mirrors and other glass panels mounted or hung on a surface that provides a continuous backing support. 2406.1.1 Impact test. Except as provided in Sections 2406.1.2 through 2406.1.4, all glazing shall pass the impact test requirements of Section 2406.2. 2406.1.2 Plastic glazing. Plastic glazing shall meet the weathering requirements of ANSI Z97.1. 2406.1.3 Glass block. Glass -block walls shall comply with Section 2101.2.5. 2406.1.4 Louvered windows and jalousies. Louvered windows and jalousies shall comply with Section 2403.5. 2406.2 Impact test. Where required by other sections of this code, glazing shall be tested in accordance with CPSC 16 CFR Part 1201. Glazing shall comply with the test criteria for Category 11, unless otherwise indicated in Table 2406.2(1). Exception: Glazing not in doors or enclosures for hot tubs, whirlpools, saunas, steam rooms., bathtubs and showers shall be permitted to be tested in accordance with ANSI Z97.1. Glazing shall comply with the test criteria for Class A, unless otherwise indicated in Table 2406.2(2). 2406.3 Identification of safety glazing. Except as indicated in Section 2406.3.1, each pane of safety glazing installed in hazardous locations shall be identified by a manufacturer's designation specifying who applied the designation, the manufacturer or installer and the safety glazing standard with which it complies, as well as the information specified in Section 2403.1. The designation shall be acid etched, sand blasted, ceramic fired, laser etched, embossed or of a type that once applied, cannot be removed without being destroyed. A label as defined in Section 202 and meeting the requirements of this section shall be permitted in lieu of the manufacturer's designation. Exceptions: 1. For other than tempered glass, manufacturer's designations are not required, provided the building official approves the use of a certificate, affidavit or other evidence confirming compliance with this code. 2. Tempered spandrel glass is permitted to be identified by the manufacturer with a removable paper designation. 2406.3.1 Multi -pane assemblies. Multi -pane glazed assemblies having individual panes not exceeding 1 square foot (0.09 M2) in exposed areas shall have at least one pane in the assembly marked as indicated in Section 2406.3. Other panes in the assembly shall be marked "CPSC 16 CFR Part 1201" or "ANSI Z97.1," as appropriate. 2406.4 Hazardous locations. The locations specified in Sections 2406.4.1 through 2406.4.7 shall be considered specific hazardous locations requiring safety glazing materials. 2406.4.1 Glazing in doors. Glazing in all fixed and operable panels of swinging, sliding, and bifold doors shall be considered a hazardous location. Exceptions: 1. Glazed openings of a size through which a 3- inch -diameter (76 mm) sphere is unable to pass. 2. Decorative glazing. 3. Glazing materials used as curved glazed panels in revolving doors. 2406.4.2 Glazing adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door where the nearest vertical edge of the glazing is within a 24-inch (610 mm) arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches (1524 mm) above the walking surface shall be considered a hazardous location. F=TTT,d,TiM 1. Decorative glazing. 2. Where there is an intervening wall or other permanent barrier between the door and glazing. 3. Where access through the door is to a closet or storage area 3 feet (914 mm) or less in depth. Glazing in this application shall comply with Section 2406.4.3. 4. Glazing in walls on the latch side of and perpendicular to the plane of the door in a closed position in one- and two-family dwellings or within dwelling units in Group R-2- 2406.4.3 Glazing in windows. Glazing in an individual fixed or operable panel that meets all of the following conditions shall be considered a hazardous location: 1. The exposed area of an individual pane is greater than 9 square feet (0.84 M2); RKGM��MEWMRII R L!21� I k - I- so 3. The top edge of the glazing is greater than 36 inches (914 mm) above the floor; and 4. One or more walking surface(s) are within 36 inches (914 mm), measured horizontally and in a straight line, of the plane of the glazing. Exceptions: 2. Where a horizontal rail is installed on the accessible side(s) of the glazing 34 to 38 inches (864 to 965 mm) above the walking surface. The rail shall be capable of withstanding a horizontal load of 50 pounds per linear foot (730 N/m) without contacting the glass and be a minimum of 1 1/2 inches (38 mm) in cross -sectional height. 3. Outboard panes in insulating glass units or multiple glazing where the bottom exposed edge of the glass is 25 feet (7620 mm) or more above any grade, roof, walking surface or other horizontal or sloped (within 45 degrees of horizontal) (0.78 rad) surface adjacent to the glass exterior. 2406.4.4 Glazing in guards and railings. Glazing in guards and railings, including structural baluster panels and nonstructural in -fill panels, regardless of area or height above a walking surface shall be considered a hazardous location. 2406.4.5 Glazing and wet surfaces. Glazing in walls, enclosures or fences containing or facing hot tubs, spas, whirlpools, saunas, steam rooms, bathtubs, showers and indoor or outdoor swimming pools where the bottom exposed edge of the glazing is less than 60 inches (1524 mm) measured vertically above any standing or walking surface shall be considered a hazardous location. This shall apply to single glazing and all panes in multiple glazing. Exception: Glazing that is more than 60 inches (1524 mm), measured horizontally and in a straight line, from the water's edge of a bathtub, hot tub, spa, whirlpool, or swimming pool. 2406.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 60 inches (1524 mm) above the plane of the adjacent walking surface of stairways, landings between flights of stairs, and ramps shall be considered a hazardous location. I 4= * JI 1. The side of a stairway, landing or ramp that has a guard complying with the provisions of Sections 1013 and 1607.8, and the plane of the glass is greater than 18 inches (457 mm) from the railing. 2. Glazing 36 inches (914 mm) or more measured horizontally from the walking surface. it406.4.7 Glazing adjacent to the bottom stair landing. Glazing adjacent to the landing at the bottom of a stairway where the glazing is less; than 36 M1957(5ffl�-4 fTTUt �*We ft-ia­H*-?f_FS 4N_d-R#MvTJ tread shall be considered a hazardous location. Exception: Glazing that is protected by a guard complying with Sections 1013 and 1607.8 where the plane of the glass is greater than 18 inches (457 mm) from the guard. 2406.5 Fire department access panels. Fire department glass access panels shall be of tempered glass. For insulating glass units, all panes shall be tempered glass. 2407.1 Materials. Glass used as a handrail assembly or a guard section shall be constructed of either single fully tempered glass, laminated fully tempered glass or laminated heat strengthened glass. Glazing in railing in -fill panels shall be of an approved safety glazing material that conforms to the provisions of Section 2406.1.1. For all glazing types, the minimum nominal thickness shall be 1/4 inch (6.4 mm). Fully tempered glass and laminated glass shall comply with Category 11 of CPSC 16 CFR Part 1201 or Class A of ANSI Z97.1. 2407.1.1 Loads. The panels and their support system shall be designed to withstand the loads specified in Section 1607.8. A safety factor of four shall be used. 2407.1.2 Support. Each handrail or guard section shall be supported by a minimum of three glass balusters or shall be otherwise supported to remain in place should one baluster panel fail. Glass balusters shall not be installed without an attached handrail or guard. Exception: A top rail shall not be required where the glass balusters are laminated glass with two or more glass plies of equal thickness and the same glass type when approved by the building official. The panels shall be designed to withstand the loads specified in Section 1607.8. 2407.1.3 Parking garages. Glazing materials shall not be installed in handrails, or guards in parking garages except for pedestrian areas not exposed to impact from vehicles. 2407.1.4 Glazing in wind-borne debris regions. Glazing installed in in -fill panels or balusters in wind-borne debris regions shall comply with the following. 2407.1.4.1 Ballusters and in -fill panels. Glass installed in exterior railing in -fill panels or balusters shall be laminated glass complying with Category 11 of CPSC 16 CFR Part 1201 or Class A of ANSI Z97.1. 2407.1.4.2 Glass supporting top rail. When the top rail is supported by glass, the assembly shall be tested according to the impact requirements of Section 1609.1.2 (HVHZ shall comply with Section 1618.4.6.4). The top rail shall remain in place after impact. Fi u.EP cEur ��zr 5 vt¢n4aL- C04T, vWOOQ l t-1 1 Y �,IRri-� a 1► t 4! lid Am ♦ J MASONRY GARAGE DOOR JAMB DETAI SCALE: N T & BUCKSTRIP INSTALLATION DETAIL SCALE: N.T.S. m r � FRAME GARAGE DOOR JA-M.Q-,--QjETAl L • ♦ I ,� A. i SCALE- N-T.S<, FRAME WINDOW ATTACHMENT DETAIL SCALE: N.T.S. Dow Size A/B 2 PaW - 2 Track S'0" 29 7/16 a a 610" 35 7/16 l 8`0" 47 7/16 1010" 597/16 Door Ske A/C B 3 RaW - 3 Trade 910" 351.12 331/2 12'0" 112 1510" 591/2 59 71/2 57112 Ll 11' Door Size A B C 3 Pme4 2 had< 910" 36 5/8 34 9/16 35 7/16 a a i 2'0" 48 5/8 469116 47 7/16 15"r 60.5/8 589/16 597116 t Dow Sin AID B/C 4 P&A - 2 Wadk 127 35 7116 34 11116 167 ftdretCombbMWOM 471716 4711116 Door Size A i Pam - t Track 3'0" 36 5/16 74 4`0" 485/16 5'O" 605116 Ow Site A B 2 Pane) - 2 Trask 610" 34 3/8 357116 8'0" 463.18 477/16 - 1 Dow Size A B C 3 Pam - 3 Tfa& 9'0' 34 318 33112 35 7/16 a s 1 c I TO, 46 3/8 451/2 47 7/16 15'9" 58 318 571/2 59 7/16 j Dow Size A/B 2 Panel -1 Track er 357.116 ST, 47 7/16 WT 59 7/16 Door Site AM WC 4 Pied - 2 Tradk 1€ 7 28118 2815116 A c 12`0" 46461/8 4615116 16`0' 1l8 415,`16 ! ' { Note: Sizes above are buck dimensions and not ro* ope<ings. Nembw lle Ped4 AMW h e To 2P-IT-L&R 5'0"x6'r/8'0' 1191/8 60 0"x 6'8"18'0' 1431/8 72 8'0"x6'8'18'0r 1911/8 % 1fl (rx 6 8•/8'0't 2391/8 120 2T-L & R 10`0'x68'/8`9' 176SM 1171/2 12`0"xlV8"/8`0' 2125/8 1411/2 167x 6'8"/ff 2845/8 1891/2 Maw Wood lboe Mast Woad h_ttaune 13 19 7/8 x 38 3/8 18 3/8 x 37 5/8 3044 37 3/4 x 53 361/4 x 521A /8x63 15 1'91 183I81611/4 31Niie 37314z73 361/4z721/4 ', ..._ z.._.. tA2 271/4x26 253/4x251/4 3430 413/4x37 401Mx361/4 " I _R _ tA4 271/4x50518 253/4x497/9 344 413/4x49 40114x481/4 1A6 271/4 x 73 25 3/4 x 72 1/4 3450e 413/4 x 61 401/4 x 60 1/4 �,. 23 37 3/4 x 3$ 3/8 361/4 x 37 5/8 38N 45 3/4 x 25 441/4 x 241/4 25e 37 A x 63 361/4 x 621/4 3838 45 3/4 x 45 441/4 x 441/4 32 53 7/8 x 26 52 A x 25114 3844 - 45 3/4 x 53 441/4 x S21/4 34 53 7/8 x 50 518 52 3/8 x497/8 3860e 45 314 x 73 441/4 x 72 1/4 36e 53 7/8 x 73 52 3/8 x 72 1/4 4030 49 3/4 x 37 481/4 x 361/4 Norte Wood 4040 49 3/4 x 49 481/4 x 481/4 1030 Z53/4x31 24i14x36114 4050e 49314x61 481/4x601/4 0 2040 25 3/4 x 49 241/4 x 481/4 4420537/8x25 523/Sx241/4 20% 25 3/4 x 61 241/4 x 60 1/4 4438 53 7/8 x45 52 3/8 x 441/4 2820 33 3/4 x 25 321/4 x 241/4 4444 53 7/8 x 53 52 3/8 x 521M M 33 3/4 x 45 32114 x 441/4 S3 718 x 73 52 3/8 x 72 1/4 -4*00 mum 280 33 3/4 x 53 321/4 x 521/4 Nun fiiop" Wood . a0l W- `-90000 Y 83ft.2'5` 4 We 33 3/4 x 73 321/4 x 72114 1A3 271/4 x 38 3/S 25 3/4 x 37 5/8 . low_ " 3430 37 3/4 x 37 361/4 x 361/4 22 37 3/4 x 26 361/4 x 251/4 " NawArW Parma Stack Actua4 Frazee Size' 2P-2T 5'0"x 6'8"/8'O" VAR 60 x SON 6'0" x 6'8"/8 0" xx,0x,x0 72 x 80196 8'0"x6'8"/8'0" V40X,x0 %x80/% 10'0' x 6'8"l8'0"t xx,0x,x0 120 x 80/96 3P 2T 9'(i"x 6'8"/W OXQ 108 7/8 x 80/% 12rx 6'8"/8'0' 01K1 144 7/8 x 801% 15'('x 6'8'/B'0't OXD 180 718 x 80/96 4P-2T 10'0'x 6'8'18'0" On 119 5/8 x 80/96 12'0"x 6'8"/8'0" 0)0(0 143 5/8 x 8D/96 16'0' x 6'8'/8'0' 0xx0 1915/8 x 80/96 3P-3T 9'0'x 6'8'18`0" )OX 106 314 x 80/96 12'0'x 6'8";8'0' W 142 314 x 80/96 150' x er/8'0't xXx 178 3/4 x 80,196 4P-4T 10'0'x er/w XXiO( 1171/2x 80/% 12'0"x 6'8'/8'0' =0( 141 1 /2 x 80/% 16'0"x6'8"/8'0" )w 189112 x 80/96 N Peden AcUW From Width" Umb To grip 1P-ITL/R 3'0"x 6'8'/87 71718 36 5/16 5'0'x 67IS'0"t 119 7/8 60 5/16 2P-2T-L/R 5'0"x6'8'/8'0' 881/2 5815/16 6,(rx6'8'18'0' 1061/2 7015/16 8'0"x 6'8 ffr 142112 9415/16 10'0"x6'8'/S`0"t 1781/2 11815/16 3P3T-L/R 9'O"x 6`8' it 1411/4 10511/16 1Y0"x6,rAVO" 1991/4 14111/16 15'0'x 6'8"/8'0't 237114 17711116 4P-4T-L/R 10,trx er/8'O" 146 116 7116 1Y0"xff/$'0" 176 1407/16 16'0"x 68'18'0' 236 188716 20`0"x 6'8'/lrti't 296 236 7/16 If OWL. "Actual frames Sites shown do rw kWude wood buck or shims. t Available in 500 Series only. All openings must be ptumb and sq,rare. Masonry opening sizes reflect nombral 1'ftdc pressure treated wood buck strW Wood frame operdngs are calculated with the dq"l butted to the window frame. Nme Mow" Wood Nmke Alnawy Wood 25 373/4x63 361/4x62114 5050e 613/4x61 60114x601/4 33 53 7/8 x 38 3/8 52 3/8 x 37 518 6020 73 3/4 x 25 72114 x 24114 .;. ,_ B' I3`3/4t 72114-x —114 35e 53 7/8 x 63 52 3/8 x 62-1/4 6040e 73 3/4 49 72114 x 48 114 Ule WAX73 W "lei 6 s e MOW 721f4=x tf; ll4 42 74 7/8 x 26 73 3/8 x 25 1/4 6060e 73 3/4 x 73 72114 x 72 1/4 at 7m7 s 44e 74 7/8 x 50 518 73 3/A x49 718 W ood 46e 74718 x 73 73 3,`8 x 72 1/4 72'�r4`l4 6030-3 73 3/4 x 37 72 1/4 x 361/4 7-1/4w 'i/4 Nwe hUsenry Wood 6050.3 73 3/4 x 61 72 1/4 x 60 1/4 - �, ;4• XM IW--Ax25 84114-x1314 2030 25 3/4 x 37 241/4 x 361/4 7030-3 85 314 x 37 84114 x 361/4 2S T7 *O�W S1k4F9' 84114-x /4 3020 37 3/4 x 25 361/4 x 241/4 7050-3 85 3/4 x 61 841/4 x 60 1/4 3m 00, k. -V 36 1i 8020-3 W-WI*25 % t/4 x;XV4 3040 37 3/4 x 49 361/4 x 481/4 8030-3 97 3/4 x 37 % 1/4 x 361/4 .3g 9°3149 96114W114 4020 49 3/4 x 25 481/4 x 241/4 8050-3e 97 314x 61 % 1/4 x 601A k 26 1i� 114 x XV 4040e 49314x49 481/4x481/4 9030-3e 1093/4x37 1081/4x361/4 i0Wx49l Ill 114x"4844 4060e 49 3/4 x 73 481/4 x 72 1/4 9050-3e 109 3/4 x 61 108114 x 60 1/4 5030e 613/4 x 37 60114 x 361/4 acrmuxrati°°A z� s.ao s WAVJUMMWWM srWauxefrk MULUM I j i ot3,kxa.rxs,vu,�xs,zxs � e , 4 3.xs i& a,as 4 n oaaxs, rxr e - Meets or ex€eeds eWm req*vment e' - Does not meet egress requiremew in 9000 and 975 Series. w�1010MM I IM1111M1■E L Arm CATION APPLICATION INSTRUCTIONS STRV CTIONS Timberlines Series shingles come 36' (914mm) T(Mmm) - T (229mm) , M either 36" (914mm) or 36-15i16" 14. 3.§6mm (938mm) lengths, depending on p+11-1l2" (292nhrrh) "� 15. (301mm) shingle brand. Application Instruc- l • , (z5mm) • 1.1tr (3ehmn) t 12-112 (3tenhmT ` I.s 1 (25mm) - 1 Irr (38mar�) tions apply to both. 1 (25mm) - 1-1P2" (38atm) —..) ..-- 1 (25mm) - 1-IQ1(3ehmn) —� These shingles must be nailed a (404mm) son S" nominal 5-5/8" (143mm) from bottom 5-SW (943"•") 7 5-W 1=1 F of shingles, as shown, to allow for on unexposedk nonurml penetration through the double ply I both layers area just above the tabs. Nails shouldLNax oaukte 1 1 remain unexposed. uta+uJerd NMwV Poem - four hails per shahgls Lhie Six Nail Pattern GENERAL INSTRUCTIONS • ROOF DECKS: For use on new or reroofing work over well -seasoned, supported wood deck, before sealing Or are oat exposed to adequate surface temperatures, tr if the self -sealant gets tightly -constructed wilt maximum 6" (152mm} wide lumber having adequate nail -hold ditty: tits shingles may never seal. Failure to seal under these circumstances results from the capfty and smooth surf�e. Plywood decking as recommended by The Fngtrteered Assn. is acceptable. Plywood decks far Class 7a installations must be 3/8" XW=K)l thick car nature of self-sealing shtngies artd is not a marxlfacturing defect. To insure immediate sealing, ap y 4 er-sited dabs of shiruc ie lab adhesive on the back of cite shingle 1' (25mm) and 13" greater with underlaymertts as noted below. Shingles must not be fastened directly to insulation (3;tattm in horn each side and 1 (25nnm} up frtxtt bottom of the sttirtgk±. The shingle must be or insulaaeck unless authorized in art itir� by GAF Materials Corporation. Roof decks and ex��cirtg material must be pritx to application of shingles. NT: Underlayment ryes has many besteftis, including ireverttinq psseci 8tmly into the attttesive. NOTE: Applicattat of excess tab adhesive cart cause blistering of the shingle. For maximtxn wind resistance along rakes, cement shingles to underlayment and each other in wind driven rain from reachi the interior of the tuilding and preventing sap in s wood decking from reacting with as naIt shingles. Underiayment is also required by many code bod- a 4" (102mm) width of asphalt plastic roof cement. NOTE: The film cxt the back le to sticking together of the shingles ies. Consult local build department for its Where strips of each shi are prevent iitetr is rL�u irements. an underlaymentis to be installed, a breather -type underlayment such as GAFMC's Shingle -Mate• underlaymtent irec- while in the bundle. removal NOT r ap�icatiart. • CANADIAN COLD WEATHER AP .ICA7 r0%S: CSA 123.5-M90 mandates that shin- ommencled. Undertayment must be installed flat, without wrinkles. gles applied between September 1 and April 30 shall be adhered with a compatible field -applied • FASTENERS: Use of nails is recommended. (Staple specifications and application adhesive. See Wind Resistant for GAF Materials Corporation's recommendations for the appli- instructions are available from GAF Materials Corporation, Contractor Services DvL,1361 cation of that adhesive. Alps Road, Wayne, NJ 07470.) Use only zinc coated steel or aluminum, 10-12 • MANSARD AND STEEP SLOPE APPLICATIONS: For roof slopes greater than 21" barbed, deformed or smooth shank roofing nails with heads 3/8" (10mm) to 7/16" (1rmllme) (1750mrn1m) per foot (do NOT use on vertical side walls), shingle sealto must be entranced by in diameter. Fasteners should be long enmmh to penetrate at least 3/4' (19mm) into wood decks through decks. Fasteners flush hand se". After faster" the shingle in place, apply 4 quarter -sized d s of shine tab adhe- or)ust the plywood must be driven with the surface she as indicated in Wind Resistant above. the shingle must be pressed firmly into the adhesive. of the shtmgle. Over driving will damage the shingle. Raised €asteners will interfere with the • EXPOSURE: 5" (127mm) sealing of the shin 'es. For normal installation, four fasterwets must be instaWorl per shingle, •THROUGH VENTILATION: All roof structures must be provided with through ventilation to a nOYrniPk91 5 5/8" ( 43mm) up from the bM m of the shingle, to penetrate bath layers of event entrapment of moisture laden air behind roof sheathing. Ventilation provisions must at the sh Fasteners must be installed approximately 1" 1 1/2" (25 38rmrrt) and least meet or exceed current F.H.A., H.U.D. or local code minimum requirements. 11-1/2"m1 L 1/2" (292 318mm) from each side. • NON -CORRODING METAL DRIP EDGES: Recommended along rake and eave edges on • in!*s RE$LSTANT: use shingles levl normal sealant that lot decks. all decks, 21 y911C sh' s surer after application after exposed to sun and warm temperatures. • ASPHAL A CEMENT: For use as shin tab adhesive. Must conform to ASTM PPL C installed fri all or Winter may not seal until the following Spring. if shingles are damaged by winds 04586 Type ! or 11, IfUnderlaymlent: Standard Slope-4112 (333mm1m) or more Appikadw of • Cover deck with one layer of underla nt installed without wrinkles. Use only nails to hold underlayment inlace until bar shingles. A��IIice ien of ears fl �nstall eave flashing such as GA Materials Cor ation Weather Vliatch` or StormGuarda L� Barrier in localities where leans may be caused �yy water tracking up behind ice or debris dams. Eave flashingg must overhang the roof edge by SW (10mm) and extend 24' (610mm) beyond the inside wral(lirte. 4" (102mm)� Deck 12' (305mm) f : weather watch® Minimum Slope. or S'tormGuarde For rawer slopes, see Box Ia. r Leak Beater. AN wide Shingle-Mate- underlayment. 914mm) Along rake, place drip edge on top of underlayment. P a--3/8" Roof overhang 2" (51mm) Side Lap 4" {102mm) End Lap Along eaves put underlsynient on top of metal drip edge. Ia Underlayment: Low Slope 2112-4i12 (167mm-333mmlm) Applicatilm of uriderhTpneta and eave flashing: Completely cover the deck with two layers of tmderlayrnent as shown. Use only enough nails to hold underlayment in place until covered by shingles. se blind nailing for eave flashinggs. At eaves and where ice dams can be expected, use one layer of GAF Materials Corporation Weather Watch' or StormGuarde Leak Barrier. Eave flashing must overhang the roof edge by 3/8' (10mm) and extend 24' (610mm) beyond the inside wall line. Where ice dams or debris dams are not expected. install 2 plies of Shingle -Mate* undertayment. Low slope 2" to 4" "` weather wallahs (5lrmn to 102mm) i, or StorrnGuae 12" (305mm) F Leak Barrier. All Meets are W (914mm) r wide Shrngle-Matee V Lap sheets undertayrnent. _ 19" (4&3mm) Rake drip edge to provide double coverage. 3f&" (10mm) Roof overhang Eaves clip edge Starter Course Apply as shown. Start at either rake and lay in either directions tq,derlayr„e„t Non -corroding woe uh� Metal Drip E e 44. `a\ C®Attcu� ygtii,� For maximum wind resistance along rakes, cement shingles Gflt.°j$ Place shingle 3/8" (10mm) to underlayment and each �a1 , over save and rake edges other m a 4" (102mm) width jSLs, - to provide drip edge of asphalt plastic roof cement. 8 a• -' 0 Trim laW of all starter course r� shingles, then place and nail 6" 152mm) as shown, 3" to 4" (78mm to Trim from ((t of `% 102mm) from eave first shingle 3 First Course Start and continue with full shirrs laid flush with the starter course. Shingles may be laid from left to right or right to left. DO NOT lay shingles straight up the roof since this procedure can cause an incorrect color blend on the roof and may damage the shingles. Rovernrake �nue t purse ol w hole roes hole shirigta placed 3fih"(10rrnn) es to provide drip edge 4 Second Course Start and continue second course as shown. Trim 6" (152mm) frcml't the end of the shingle. Position the shingles in the second and subsequent courses flush with the tops of the wide cutouts. This results in 5" (127mm) exposure. Continue with full width shingles across the roof. Strike a chalk line abottt every 6 courses to check parallel alignment with eaves. NOTE: Shingles may be laid from either left or ritlht hand side. Start at either rake et g- Wi shingles having 6" (152mm) trimmed from rake. First course Tram Shin{ies 6-(152mrm) Third Course Trim 11" (279mm) from the first shingle in the course then continue With full shingles across the roof. Third Course r'� t ♦ r `, First Course ♦.' Full SNngie Trimmed Shingles 6 Fourth Course and Remaining Courses Trion 17" (432 mm) from first shingle in the course, there continue with full shingles across the roof. Fifth and subsequent courses repeat full shingle instructions from Step 3. Fifth Course Full Shingle l third Course Fourth Course ' �♦ i ore s� ,s N%P 4 �arra ar �' Second Course r r t t ♦ First Course t♦ rFull Shingle♦ Trimmed Shingles 7 Hip and Ridge For single layer application, use hip and ridge shingles and apply as shown. To enhance appearance, use GAF TIMBERTEX' or a double layer application of Universal Hip & Ridge. (One bundle of TIMBERTE)® Hip & Ridge covers 20 lineal ft.--6.1 meters.) For double application, start with triple thickness of precut Hip & Ridge shingles and continue remainder with double thickness. Fasten in same manner as single application shown. Apply laps away from prevailing wind direction. 8"(203mM) exposure Bend Hip & Ridge ,. centered ovw Hip or Ridge Hip & Ridge Nag 9- (229fftin) nd 5, (127�rnrrn)>� — , edge exposure firom bottom s V (25mm) from edge Re-Roofingg If old asphafl sFlingtes are to remain in piece, nail down or cut away ail loose, curled or lifted shin- rep�ce with rtew; and; before xtg the new roofing sweep the surface cleats of all loose Since rrr ies may Shxniv the new , be sure the ing shitlgles provide a Sirti�tFasteners must be c st�ciertt to penetrate ttm=deck at fast 3/4 (19mm) or just through plywood. Follow other above instructions for anion. Note. Shines can be applied over wood shingles when precautions have takers to provide an acceptable smooth surface, This includes cutting back old shingles at eaves and rakes and installing new wood edging strips as needed. Make surface smooth and use beveled wood strips if necessary. install # underlayment to maintain Class A rating. This product is sold with at express LIMITED WARRANTY only. A copy of the LIMITED WARRANTY statiria its term and restrictions is printed on the prodtkt wrapper or may be obtained from ft distributor of this proms or t efxly from GAF rAatertals Cogxxabon. Any deviation from printed instructions shall be the responsibility of �a andtor specifier. Precautionary Notes Timberbrte• Sets shames are fiberglass, self -se asphalt shingles. Because of the natural chtaracteristig, of the titV1ity wrat�xlg material used, these shingles will be stiff in colt weather eruct flexible in weather. 1. Bundles show not be dropped on edge nor should attempt be made to separate shingles by "breaking" over ridge or other trundles. 2. Handle carefully. Shingles can easily be broken in cold weather or their edges damaged in hot weather. 3. All exposed materials must be of Class A type. 4. Storage should be in a covered. ventilated area —maximum temperature 110•F (43°C.) Store on flat surface and use weight equalization boards if pallets are to be double stacked. Shingles must be protected from weather when stored at jab site. Do not store near steam pipes, radba4crs, etc., or in sunlight. All rolled product trust be stored on ends. 5. if shingles are to be applied PR(}LCJIrhGED COLD periods or in areas where airborne dust or sand care be expecteddVore sealing occurs, the shingles MUST be hand sear. See Wind Resistant irLWuctfons. Wall Flashing (Sloped Roof to Vertical Wall) Sheathing '*-- sk*Q 5- (127mm) Min. 9 Chimney Flashing Metal Fleshing (Nailed to the dads, not to vertical side wall) Cap Sht�e--Do Not Nail. �, ,.�'"• Instal Roofing Cefnent ` Roofing Cement 4 --Shingle a — Roof Deck Nonaorroring metal Wur4ar*la9h1rig to extend norm o baow fteha+s 10 Valley Construction -Closed Cut Cricket an high sift of chirmey Non g medal base nashang. one piem stop flast"N for each course. Cement in pace and nab with 2 not, Bond awe lwV —itii ss in asphatf plastic cement fasthx'rers f 6" cw 6" t152rrsn) d c®rhferiMe Exiand and shirvio et to" 12" (3iXemm) s :x 6eyrx,d relay neirterNrhe t � w In r; ding ourrmt =bon c t tenterlim 17 valley Construction -Open vaflay i2" (3a5rrxn) nhirdrhhxsn as ,>aaeevery, to, t3ft - 457narh) arrhg edge. Enhbed arwgles "I� In valley Top of valley 6• t152nsn) wide beW~ } Spreadelfe"(lpmm[m) I per root kwfflyd eaves ROOF DIAPHRAM NAILING SCHEDULE ROOF EDGE ROOF DIAPHRAM NAILING SCHEDULE Consult Section R 803.2.3.1 For Additional Info 1 8d Ring Shank Nails @ 6" o.c. Edges & @ 12 o.c. Intermediate 2 8d Ring Shank Neils @ 4" o.c. Edges & @ 6" o.c. Intermediate 3 8d Ring Shank Nails @ 4" o.c. Edges & @ 4" o.c. Intermediate NOT Se A. See Structural Notes for sheathing specifications and wind speed. B. End joints of the roof sheathing shall be staggered and occur over framing membe C. Schedule assumes sheathing is fastened directly to Southern Yellow Fine or Doug Fir or better. D. See truss Manufacture's truss engineering cut sheets for additional permanent bracing that may be required. E. "T" bracing may be used in place of permanent bracing provided it extends over al least 90% of the web. c� � o c G � � G � � 00 (� G ... nD �" •G. Rt a sz�o� C ate) Z r ai �QU) 00 4)In C : r O N cQ coi -- a) c C�M a) cA ® a) M L) = ' M -� L. W _j U_ N a m � a N E 0 U a ;s H G U o tU2(D� C co � :3 CD L N®ma) r +- V M CV) ® . ®� � OD �� a) 75.LD F M f/? C W E r CD r 0 F- 2 cV O- CD M W J Iii— U) W M T. D D D D I�s 1 U) JOB NO. MASTER S-4 M t �-.t U 1 r., 4 M �� 5-r _ 01, LZI-4 e-iyp') TYPICAL TOP BEARING PLATE SPLICE SOLE: N.T.S. Consists of V27 CDX plywood or better nailed w/ 8d common nails� at 3" ox. edges and 4" c.o. field also, glue when possible. All other plywood between shear panels to be nailed w/ 8d comunon nails 4" ox. edges and 8" ox. mod. All plywood edges (in shear panel areas) support` by 2" x _ shear pal ends w/ (2) Simpson "CMST" sins (or equal), nailed to each stud top and bottom. CCl J0I () TYPICAL SHEARWALL'JPLr,&-VNEL SCALE: N.T.S. E Wltjpow sI L-1, • TYPICAL WINDOW SECTION HEADER SCREDULE OPENING SIZE HEADERS SIZE UP TO3'-4" 2-201X6" 3'-511TO5'-4" 2-2"X8" 51-5"TO8'-6" 2-2"X10" 8'-rTo12'-6" 2-211X12" SCALE: 8/4" = T — U' rAlliradraM TYPICAL LOAD BEARING HEADER DETAIL AT EXTERIOR WALL ONLY SCALE: N.T.S. State of Florida Energy calculation form overrides any insulation R - values shown on plans. Contractor MUST" coordinate and verify with mechanical contractor before the installation of insulation and mechanical equipment. TYPICAL W. o r SCALE: 3/4" = T— 0" 9-13 IjStJL. TYPICAL ANTERIOR PIER SECTION SCALE: 3/4" = 1' — O" � o a� � o � o• a Q 0. a) CU a� r 0- cc,)) ma) � Q- D (3) T y�g '^ 6V 0 W 0 Qi C i) t6 4)> M -� Ci =o a W s:� LU—iLL (J M LO 0 cD � E L)'O ®ooEm a '3 rn `� co C .2��C E co0 CD eta '` Z5 L— ® oo N 0 � m � R3 vg � � v 0Z>-0 ® 5H s M ���s h- e 0 C,4 CL U) Uj < Q a: Cr D D F— 0 0 D Z) M cc F— F— C) Cl) ►►L" BRACING REQUIREMENTS STUD NO (1) 2' X 4" (2) 2" X 4" (2) 2" X 6" SPACING "L" BRACING rrLrr BRACING "Lr' BRACING "L" BRACING 16" 0'-0"-4'-5" 1 4'-5"-W-0" V-0"-12"-O" 12'- 0" - 16'- 0" 24" 0'-0"-4'-0" 1 4'-0"-T-0" 7'-0"- 10'-0" 10'- 0" - 14'- 0" Scissor Gable - (1) 2" x 8" #2 S.P.F. @ Each Vertical and (2) 2" x 8" Full Height @ Diaphragm Blocking N TE: 1. "L Bracing must extend at least 90% of web length except, scissor gable which requires brace to extend fill height of gable. 2. "L" Bracing to be fastened to garble stud with 10d x 3" nails @ 4" o.c. �p,�,.E-�JSS v✓F� SINGLEld" BRACING, DETAIL SCALE: N.T.S. ZJIX a E5zCK I kk , r ' �E, 4! r 4 P. DOUBLE "L" BRACING DETAIL SCALE: N.T.S. /' A 2 i G -.ram t C-C—' %.O 1 A 11 q,��./v �' e r i %.,/ ! %&-F %..01 1 e 1 <Oj�r01� %—" I Yv ELIC14 CTY) 0, EX STU P TYPICAL GABLE END BRACING DETAIL � ;- SCALE: N.T.S. Vr V+%.-!/ %-.w BVW !/r`se TYPICAL BALLOON FRAMED GABLE END BRACING DETAIL SCALE: N.T.S. � a 1 erS O � M � ' w° A � -0 a) a) -C a� N c6 CO aD N aC��ECGM C ca C r r co co aWi N Q cco ID v) o m -� > ai. M •� cv =v o -C'. LL1 J IL a)N U*) U 0.�, E � Ups z o U L M cn < > co L c r U E aco E = N S ` L co 0 O CQ a3 c ® O M 2:t� 02 co L a) -a L(n a} C C a) F- O I— o I— = cV rr J W Q U) Q W � J V U D D U) V1 SECTION - TYPICAL GABLE END BRACIN r DETAIL SCALE: N.T.S. sit-ip-soi s1 l o11 Ov- epLia.. CUTLOOVICe Ic 4- oLrrLoOkEE '1 016. !�)lmp5oj SECTION - TYPICAL BALLOON FRAMED GABLE END BRACING DET SCALE: N.T.S. SECTION' ff-s'w*Mu SCALE: N.T.S. O ► o J 6 oj x S, # c. co, r 0. - ,►- ,o ,x) k ! j ALTERNATE NON - DROP GABLE END DETAIL SECTION SCALE: N.T.S. SCALE: N.T.S. A �v 0 CD v— C �® �oC) � co �ON ��c)® c o Qw M U N < m m N c ci)co 0 cu LLJ-j LL a is LL co - a)EcL :0 e� 0 -00 !EU co ®"� Q > t9 0 M>` E®`7 M®_ O O 3 V3 E e 0 m (D c� 0 y c r s �...� ui W W C D Z) cr ci i ��F— VJ LEGAL DESCRIPTION: THE SOUTH 112 OF LOT 9 AND ALL OF LOTS 10 & 11, BLOCK 75, CITY OF ZEPHYRHILLS, ACCORDING TO THE NEAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 54, PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. LOT 14 U 40 OAK LOT 13 LOT 12 BOUNDARY& TREESURVEY SECTION 11, TOWNSHIP 26 SOUTH, RANGE 21 EA S T PA SCO COUNTY FL ORI DA 140' (P) q i t Fil.P. ti ' o REMAINDER OF LOT 9 NOT INCLUDED i o I 1k2" 4' C.L_F S.89'3235"E 139.8; ' (F) 20 0' ! 5. 0' i 0 9' SOUTH 112 �4 'OAK 22 ❑AK O VERIZON F.I.P. BOX — of `�' / O O O TWIN 22 OAK 1 018 OAK a o 3/4" 26.4' Two CHERRY LOT 9 I -- ------ —LAUREL ---`° — ---I ---- -- ONE ONE STORY ^� FRAME RES.`' *�-- �`0) U) --- 27. 9' i Q 1 1 11- 1, I i 1 I I !+ I + I I I Q t IN I I I M I I PHONE RISER 4.0' _—T ko i F.I. R i 1/4n I i 1 1 I i i I I I I � N L ai N 24 OAK °p 44 CAMPHOR 0 LOT 11 — — — 1�il� QA7.��,a _.,f a J� TA SP A L T CJ V. 3r sN vi 24.3' ONE STORY - MAS & FRAME RES. #5803 CONC. '— S 89' 2'D2 "E. 0 140.16 (1 32 CAMPHOR 140' (p) Q 00 Q 0 16 RAIN CONC. 24.4' 28.6' f 16 l AW 19.7' 14 CHERRY LAUREL FC"M' 4 x4 p o O N ARE HYDRANT EDGE OF PAVEMENT I I 19.4' ASPHALT L— — — — — — _ _ 60R fly — --- 0#7 A VENUE -7--, (e=--- 4;� 0-- ju�x <::Z 11 PC PT :Point of Curvature :Point of Tangency TBM :Temporary Benchmark CONC. :Concrete ! Serve ors Notes. PRC :Point of Reverse Curvature By : Benchmark A. P. 0. : A Part Of PCC :Point of Compound Curvature PP : Power1lialfy Pole COV : Covered P.I. :Point of Intersection PSM :Professional Surveyor & Mapper MAS : Masonry 1) Property shown hereon appears to be located in Flood Zone X" per F.LR.M. No. 12101C 0456F SIR :Set Capped iron Rod 1/2' f6962 LB : Licensed Business RES. :Residence Dated 9-26-14. This surveyor makes no guarantees as to the accuracy of the above information. F1R :Found iron Rod RLS. :Registered Land Surveyor P.B. :P(at Book Local FE.M.A. agent should be contacted for verification. RP :Found Iron Pipe ApMA :As Their Interests Moy Appear PC, :Page 2) No underground utilities, underground encroachments or building foundations were measured or FCM S.C.M. :Found Concrete Monument :Set Concrete Monument ISAOA :It's Successors AndjOr Assigns TW. : Typical located as part of this survey. Trees and shrubs were not located unless otherwise shown. SEr DISK :Set P—K Nail & Disk RCP, :Reinforced Concrete Pipe W.F. :Wood Fence 3) This survey was conducted without the benefit of on abstract of title, therefore there may be FND DISK :Found P—K Nail & Disk (P) :Pkrt EL : Etevotlon other easements, rights of way, setback lines, agreements, reservations, restrictions or other similar FND RRS :Found Railroad Spike (0) :Deed ASPH. :Asphalt matters of public record, not shown hereon. NCF :No Corner Found or Set (Desc) :Description W.C. :Witness Comer 4) Unless otherwise noted, distances shown hereon refer to plat and field measurements and are PRM :Permanent Reference Monument (C) :Calculation R/W :Right Of Way measured in U.S. feet. OJH :Overhead Wres (F) :Field Measured ESMT.. :Easement 5) Re —use of this survey for purposes other than it was intended, without written verification, will be C.LF : Chaln Link Fence SEC_ :Section S/W : Sidewalk the re —users sole risk and without liability to the surveyor. Nothing herein shall be construed to P.O.B. :Point of Beginning TWP. :Township C.B. :Chord Bearing convey any rights or benefits to anyone other than those to whom this survey was originally P.O.0 :Point of Commencement RGE :Range COL :Column certified. P—K : Parker—Kolon CIL :Centerline SQ : Square O.R.B. : Official Records Book A/C Air Condiffaner DIA. :Diameter p qTy Y.G. :Concrete Valley Gutter 0/A :Overall U.S :United States er Ct� OA VZ0 L. ,SMITH SURVEYING AND .!MAPPING, 1NC. 1406 W LINESAUGH AVE. Tampa, Fl. .33612 Phone (81j) 935-1960 Fax (813) 93 3-9446 Certificate of Authorization "L.B. #6962" SURVEYORS CER7IACATE 1 hereby certify that the survey represented hereon meets the requirements of Florida Administrative code pursuant to Chapter 5J—IZ050.051.05Z of the Florida Statutes. Unless it bears the signature and the original raised seal of this Florida licensed surveyor and mapper this drawing, sketch, plat or map is for informational purposes only and is not valid. Field 08/23/16 Date: J. MICHAEL FUQUA P.S.M. 4192 Signature Job 1608-049 Date r. SCALE I" = 20' 0' 10' 20' 30' W v CERTIFIED TO: DARON W. TROYER, Trustee of the Darvin W Troyer Revocable Trust UTD 6-24-04 RUIN ANN IROYER, Trustee of the Ruth Ann Troyer Revocable Trust UTD 6-24-04 N07Z_- ALL TREES ARE MEASURED IN INCHES BEARINGS ARE BASED ON THE WEST RIW LiNE OF l8th STREET AS, N.00`00'00 E , ASSUMED.