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-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
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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:,�':
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SING.& HELIX AUGER ANCHOR
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