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Building plans, shed
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P..'lSCN Sr^.3iCl . :tom X 1Te Ip{!T 'AJ6FR ANCHCB s to3efilrrw#-x Xhdtaotl � R)r x2 galy-wasters n ana}Pt.1 i1i}i'x5'(Kfil upEfi '3 ' )vxdga nnMakun mncrafa slab e[spevg Cmsap� bYolie•c (paFt bie i) Codae 6jumde5m f}' nobitamueazramk .. mlea,�rp, rY4• Cimin. Yx4-¢PI(IXn pates nJ.rdb Tx3-p.11v9Ya rxragra,a�.w•axd smef washavdtlt } MI[i r="�=�WEIp WCi^N.SOW FlR 1XNcl6?TO %J.L OS,�.y'/,of 01-012M2 11tE G4oUr®GFsrealaz�^J t'}fE�/aPgc6er.eprpav'EmU aNG6[WLLp({LpiptF.g m"1+2v12 AVU BLCG{a .,,:,. T}tE (::N!'cR G- NSAooEG To acHtu_TNE �crswar_. av1HGFTHE OKDING:IMtESMEpgIl2Evi4�.�.'Tr'CT1 hfr YXf 2A�'fM1i1 3rOLi 16 Ff5i@.Fy XfTO f'tN.F. TZVXTV �iCAFAEFAS[Q�1RiHA YYXYB^ATANp NUT. NLCF. E5218'rtEeW➢HG b5[SGil THE2`rNTF1ELyAg NASryo-aLp Uv wLLMOt,]M14i+� ESUst }OFFRWJCtSi.%HEEIEB(Xi6FA5iEN 79Y+rsatMTocEiHE�iC !'NCHox F;'xsa Tuo n✓*67 MATIONS FOR --AUGER ACHORS aG! �st�1P, rra+ iW^r3'm'-'r-•r+ F4.'!�lS ;'+7�iss'v� ita"�7�7•":F7.P.'��F yam. �r7E'�F>S6 w�ESi_� iir>•iixula� y Gk4'ia bs'JJ'47Clf!•5fe. xJiaiSiit-8i�if+':1 ��Tll;l®Fh}LwlAnaflis nlla[lilFF NT.311fi!"711! .�itr�F�i,,.,?.♦�.F�{.,��,,,(�J-4 l ���e.al b. f.iLt��1��2 a L f I IX b. r . ,- l_Pad aPaFA9 berNbwiaarofpad 2 Pack dhxdrai srj Pad spaFAl9 LT mrr' bmNu 3. Uspse•xmarirtann d spvtlra t-ir ir�iu�were. t 6W ' 13aa¢d on 2.000 FSFsoJ eeai¢g Capx1}1�,t100 PSFb qp-) ' z n N y ' H.Y1; 7. oyaaoGd mnvee ybd(m�AxTB7 buy' sb adoo Pais fcc nk3rae6 4g¢ .M mlei 2-ABS pad terlWtsd on ll'-3'813'-8'wNe b�2durga ply Nv N 11'E kHIfJ1 fA°E -: sned wlm FL -or Rawve Andnaed coma GENERAL NOTES: aaele: t}•=1-$ 1. ALL RUILDW(GS FROM DSO. F(. TO 720 so- Fr. ARE EXEA�rFROM W7NQ•9ORNE-0F}3RISIMPADT - - 5TANDARDF'ERFLOMASTATUMS. 2 ALL 8m1J]IN(',StROMOSo- Fr, TO �On5Q F3. ARE FORUSEWf1HONEANDTWOFANLL)r .zxafww,a damES l- f ... rY saHarex . ^.l Fuaea EYa 3Ma3<•T �.ted Rad f-caaprmn n Namssarj5rtsxl ayebokaM anrhabofaad `� maamefw�'xrana (y }xfrr-ulnae Ey�ax r YrAah. ¢rah sand � PUG -. 30-Wmicane Aata ii�yVL Nall w,aL4a',1rl�v� emu. 'ea-^7FII'!R'R�e^�g-rfdm!'�_�. IGIEZSC,1 !ti 1-ate i4 x ss-.-a 6 ST��t• :JTR^�s���5�%i� SIBAP nFTAG - aLylc nLc SINStE I¢LIX AUGER NICHM aeabblaNrwspaolLq- . ... sCeii hL4 3 ALLOEMFJALHUE Nns AS DOORWELLASRESrR EkV-JXNPEATFIE. 1D1NGs ASOR"Sc RESInr3 Fr MLWC!((3iCWtnl MMAKDMAX 10THRQ RSUE A ralaTcoaaPLvwrtHTHE fr$1XJOR tlt3GIiTAVDT}g u!t aem MAXvmiri REQurRraaENrs 4- A[L SNtDO7C.S 4OUMUR OR LESS WTF}i ]2^DOOAAF�q {f AREACC65SORIFSTO CR 5-TFASn ERSFOR @DWALLS (j ROOF 3.FASALLLSFORni-MEWALMI-ifA[LeES1;07pe,Ey7G SHALL B'SCOT At TO NWOFASiENpLS (g ANQ SHALL 9E&ssX t' OR EQUAL wT t-(tA1�7JtpFAD pQ4ETRAUpH(ry-.) T"Kr T.OUT(EAS TOSEfNSrNlEOON SQE9YOTHH�R3lOu,,,LCCALCODES. Z o K$ SHED DESIGN LOAD REQUIREMENTS FOR THE. re - Luj 2014 FBC-5ti' Edition, 2011 NEC, 2014 FFPC m o 8� ) hereby ceF fy that I have reviewed rheseplans - ng wdh b0dding matedals and w & `R armpoomis used e1 the maMdaC wing of the sheds The Ynaterial�erid compw,,,ts,nitw Z -I- have a Florida Product Approval as required by the Florida Buildafg Cwrrnission I2u (gµ3) _ C $ +- Or were analyzed using the V& Shess Design. All mateials and lxxn pone yT 21014 Florida BLCode, the Fbr!$a Manufactured BuildingAct an�d•Rif�s S; ,t:.sQ'I'a N-E�rtTdRrg tegory 1: Enclosed 8ur11>irrg, Exposure ICI. wish a w�vwc-!t iy 1 sp 24 t 72 g (three second g DESIGRE LOORLN LVAD 75 SF FLOOR DE lOAD]i PSF ( i-- V , DES) NCRF)FRIA FLOOR QEADLOAD SPSF, 4 1 U)Lb1NGCATEGORY t ROOF LIVE LOAD p P� UILO AOOROEADLOAD 5PSF :ON IN S50.9YSTRUCTIFiE 1HIERNALPRESSURECOEFHC,gvJ e}0.I3 - .• 1 .. crrom XL'OSURE Cmo MUM TT2n�lcrry WA D511¢E f - 2NiCLASSIFICAT9M EtterOSFD a U