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TO CONCRETE Tahb Ab Mahodng SParin o:Au Typa ArYhar For Dia.-d�a�-V•A-d'°�rsteds m� e .t'x4'dao<Araf. • ��oadum�� ,��gg�°�r ����{ sE 2•.''', r.evtiderhaadu aPpb 1..3U-Ek�Ao, rte.J wj -� 1'Y4'LYkYixYg{vmld ) 1.t 1•-0'm -0' S� O��mm M-JaunidaarddI7 an {2}}•xS{40o#upBz "t.aanon ofalder«staDaxhor Q°A $ 2'x 4'fxxr oqM) ^�'r�..eraxac- tau"+g)u d7n°sP'totg A".nssttHn a7aoryo to csin-0hs50'81+,7u a,}•x 3'rxgar!sia:Edv. u�i R 41 A ST tpm�ea1)abBT 1.AFx�r�AmGKa�sEDa�r:.T°FmAumoomlFAUDs®sasaGOP.'c 4'T 4'MrdoW tr,Dder a.N,LNFA!iLRk7fEHf ABIA'EARErBtrFRTO L42rf6tOF AATt]li#S CG1aPh dl2H aale<6 i�_ ^- • 1RiEUAJlTnINftJUBEt OF AND1aRS(4}ONE ri EAtlTtxleT4FTTOF511ED FOR SHt315 LES4 wLF1TGTn'Y1r1TFtE rx4•u4Mavail BUILD�IaN,G'Df�I.YlyS�tON cadaaa• - ,,,,d,orcauat,�,k �� ara X4"baaa.pla' REVIEWED hdcn,mUgh 2•xr aTTIBLG4IM1u EDC.-DMIAHM FOR EXPAASM B0.7S K°oW1ETTDGbirFOftA }fF�AFPMN UU.r ,r-TaGplyh-d OPTIONAL WOOD dE FOR laA - rx4•acmnptaanaiadm �AHa+orsB Nuu.BE ON S9EwAusE7�FArIVHerTtesmLa PLAce e¢zrTa Ax EnsTiHR BLALnwc wuHlrJI CASE �/w a•Tirsn. AH:HocuReELu=a+EscwALLAscaseASPas°+s+E2aswuLa HS•24.LISP Rr4i CUP DOORCt)NS7Ru IEWEDgym E 1• r:B•p.clAssG «arPdtaletttiryp}ai saAls GENERAL NOTES: um0 arx.Srde'a's SCAI.ENTS. GATEooA„ ` WAh Frac Rarr ve Anrht dm Chmera .1.ALL BU7LDINGSFROMOSO,Fr-TO 720$0,Fr.ARE]EXEMPT FROM YAND BORNE-DEERE IMPACr m PLANSA p p$1ii441!' a¢da 1i'=r4r STANDARD PER FLORIDA STATUTES Z&WINDOWS 2.ALL BUILDINGS FROM O SCL Fr TO 40D SD-FX ARE FOR USE WTTH CW AND TWO FAMILY FAUgyS�,,.dTyp E KEPT ON JOB OR T 4-DaOx°P4ab RESIDENCES ARE EXEMFr FROM DDDR FiMffREQUiREMENFS PER RHE Fail P.L. Gh�P4.7Y Tlt 4 rg' yR�mPrsRtr� 3.ALL COfAMFRCIAL BUILDINGS AS WELL AS RESIDENTIAL BUODLNGSA01 Bri Fr.OR GREATER NLL7l Pt.`J-YC 4 MUST COMPLY WITH THEE'-S DOOR FEIGHTAND TRMIN.AND MAX WIM PS'DUT"ENM 12 x 4.ALL BUILDINGS 4DO SO.Fr.OR LESS WITH 7r ODOR HSGHrARE ACCESiSORLSTO (j TaG plylfoaJ S. rx4'6adTHIS P W�WlDEStGFAEDPER ItE FBC AND TNEFBCR Z grg(wind txadng} 12 iH'arC.2 pt S.FASTENERS FOR ROOF AND WATTS SHALL WSCOTSaneJGW MEFALTCW0OD FASTENERS .Z AND SHALL.BE 9.15 X r OR EQUAL Wr 1'(MIN.)THREAD PENEIRATKINfl W.} gg Tx 4•ba,Iti'Lyp.) hatmm Pile '„ -T#Eaiac rs9 7.GUTTERS TO BE INSTALLED ON SITE SYOTHERS THROUGH LO"_ALCODES. cc r ruw Ito gypjal, •pfy{xytd /' - W� r ` 2 z E pt Alda tai F--.d Eye Ba ra}TmeeaeeRx SHED DESIGN LOAD REQUIREMENTS FORTHE , e. •hUemtxise 2014 FLOFJDA BUILDING CODE Lu aPIAI td 16'm24'' }Cauprga NeteyfaLW°IWson HS-24•USP HS-24 CEp v it HYDROVEM 0 A05scK !hereby c4xtify that(have reviewed these ptatns atoTng witT ai budding materials andLaa °ra1� gycomponents used in the manufacWd Of the sheds The material acid co encs either O. n9 I^pO1 -a •vallenclmr d4dP3c TDged,Crurt}xrand i2) have a Florida Product Approval as required by the tlorida Building CaTimiss' Rv T3) U&.r amnearRx, L&gaN.xxatTms arW 12 9 Design. � •he 3a-HBDtmne A,,d- or were analyzed using the Wit Stress Desi n All materials-and v"w11h- rf sHOQM 2024 Florida Building Code,the Florida{manufacturer!Wd'mg Act andw-Lt. i ft-20 r MAPDam N.E.C.for a category 1:Enclosed BLhlding,Exposure"C",with a w rzt'%Telt city.oftl'Si7 Mfp.j4.J )M1 tD acdA:ac. (three second gust) =;,viwj t;pA,is Y r a" r:.Ti#t A,ia.+1 4xommwm DESIGN PRESSURE r itOGF WALL q' rzr ° rn131 ,m.,e z FLOOR LIVELOAD 75PSF {.}.- t- '•:-l' r:r ammx rx.1 as,m.arw 4. mddfedv DESIGN ITERIA FLOOR DEAD LOAD 8PSF 4 1* ". LWiINGDIAGRAM tin int rra stzrdra std° ROOFLNE LOAD 20PSF (arYJumt eteddo) atxa T xrxs•rf m.md z trttnLA.G CATEGORY 1 ° t51 yy x+ 4z UIIDINGTYPE ACCESSORY STRUCTURE IINTERNALLPPR�SURE OPSPOEFFICIH !(Lm A'1 w,ring ah DeBg rTC x.tsl btes s» Tb+• tae, SINIX.EHELIX AUGF3i AN[310R 59TAUCTION TYPE VD u dT mhia140.3re a TP•sse! mm xlaT ee nmd e-<Wd a , 0 VELOCITY c MPH eetalt OWLeLErpFLSORSrt besns C OSSUNGE IFICATION ENCLOSED LEAN ROOF HEIGHT 9.85 fL 0.1591E