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Ro s: .yr'IF 1. iia6avN aaGd wncefe trbcls(8z8Yie eb'itad anpeds FSAhchsek 1yb48'wMola teigartw:3 1_Aes rmWred 1t'-a' 8.14FwNa --_. - x pad m W9Grga m9y Taweia Ma�sp�yaMg�xTlPeaxtwre Feslpyawmsnade _t 3 e 1-1 y MM LL C TW 1114 a u m V U rawero Mawj.g spat aA at WwaFreds i 3 Y 0 p E Z EL tArltlnrFaOoiCb l N7" _'S'R�. nSxLm LGpO FNNN axFlpaACnb m IMpNFAIX1EP- •C sleDFwsnas IrssmlF.ucrrrTwnTrn: 23L46pORA E�PAl1Sl.^NBCET. Yl ih]Cfm 0.V . elN➢LYC MKHKH Cl9E -sroa wrtlt F2 arRerove w+dommaannaa GENERAL NOTES amlxtj•:1•-0' •1.ALL M&OMPS FROM OSb. Ff. TO 72DSQ FT. ARE OMPFFRON WIN RRE-0®RtS OAPACT STANDARDPERFLORIOASTATV ES. . 2.ALLBU611gK5 FROM DSO. Ff. TO 4005Q F1 ARE FORIL VOMQHEARDTW FAMAY :rx4•b plem RESIDFNCESAREEXEAiPFFRONDCORHSGWREQUWU CFJifSPH2 FBG i ALLCDtJ"PCLkLBURDNGSASWB ASRESIDENTIALBUnpr AMSO.:FLORGREATER PAWCOMPLYWMTR F6 DOOR MB ANOTiE UK ANO MAX.VMM RB.xARB.@RS 4.ALLBUIMO - 4WM FLOR`W%4H Tr DOOR H8GMTAREACCESSORIESTO T� PIA d RESIDENnAI OCT RES, &TH6PIAH WAS OMGNM PERTHE FBC ANDTEFBCR B.FASIFNERSFORROOF. AND WAILSSHALL M M0TWMMP MTALTOUOODFATrFNERS ANO SHALLws-1 XiMEWALWI1'(MIN.)T1REJd)PENEFIUTlON(FYP3 ^rx ESIM tell 7. GuTr R TOBE MTAUFOON SREBy OTHERS 71* MN LOCALCODES. 1"�`T}TI"�ieO ROQ SHED DESIGN LOAD REQUIREMENTS FOR THE: — •coapteyB Ra�tyta Leal 2014 FBC-5th Edition, 2011 NEC, 2014 FFPC sei I hereby cer* that 1 have reviewed these plans �wib all building matedals and }'x 1Z Fog d Eyabar components used b1 the manufacAu ing of the sheds The mate"and compmenls P4Mw have a Flo»da Product Apprwa(as required by the Florida 130dinB-CDmrnis.ion Ruj5j2h13J 0i were analyzed using the Ur Stress Design. All materials and ^x„t� brllL•t;a 2014 Florida BLulding Code, the Florida ManufacOrred Buildxlg Act a F1i�I s',YaS.C.�'.40�t'� N.E.C_ foFrl category 1: Enclosed Bing, Exposure •G', wi81 a 91�P:,�': aaa+ltr (Ibree second gush SING.& HELIX AUGER ANCHOR 'xefabbabspadtlg . fi ROOFLNELOADD 2OPSF ROORDEADLOAD SPSF aTIftYSFRUCTURE ufnaRf PRESSURECOEFNCB! 'JCxC^ r z a'x . I