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14' O" 14' O" 14' O" 14' O" 14' O" <br />__--____----------------------------------------------------------------------------------------------------_-----------------------_------------ <br />(2) PLY 2XI2 02 P.T. BEAM WITH <br />6xrc P.T. POST (TYP) I ONE LAYER In" P.T. PLYWOOD <br />IN CENTER (TYP) <br />DIRT FLOOR <br />oil <br />--------------------1----------------1-----------------1--------------------------------- <br />n, ni <br />n, �n <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- -- <br />141011 1. 14' O" 11 14' O" 11 14' O" 11 14' O" <br />MASTER RIS METAL <br />FRONT 4 REAR ELEVATION 1/4 11 = 11 OII <br />THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE <br />AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND <br />EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE <br />PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION <br />DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF <br />REPAIRS OR DELAY TO THE CONSTRUCTION <br />FLOOR PLAN 1/4" = 11 OII <br />'� f 17,q_tb <br />3o 1� a� <br />a <br />REVIEVV pN.I� 3 l c''J� <br />CITY OF ZEPHyRHfLI <br />PLANS EXAMINER- --I/i- <br />�' ALL WORK SHALL COMPLY WITIi ALL <br />PREVAILING CODES, FLORIDA BUILDING <br />CODE, NATIONAL ELECTRIC CODE AND <br />CITY OF ZEPIIYRIIILLS ORDINANCES <br />RIGHT 4 LEFT ELEVATION 1/4" = 11 0" <br />ski;li\`........... <br />1 HEREBY CER `T r �Aif <br />DESIGNS AND IT'T IN GdMPLIA <br />r6, SECTION IbC 9 TH&ROOR� ID LDING <br />(PH PAS <br />ENTIIRE 2001 IDAA 15ul 7N E AND <br />I--f l * 1 <br />'TACHED <br />1 CHAPTER <br />iOR 120 MPH <br />REED AND THE <br />35 SUPPLEMENTS <br />Zu Z <br />7 <br />m <br />ru <br />in <br />.z L9 <br />m <br />o�o <br />z <br />o 0 <br />000 <br />N <br />z <br />to <br />WI_ <br />PI <br />r-1 U <br />Q <br />u <br />w <br />W <br />0 <br />N xx <br />LL <br />0 <br />A 0 <br />< <br />d <br />.0 <br />mo <br />CD <br />Q <br />mr <br />ru <br />Z <br />- 8In <br />=fU <br />aW <br />(DILI <br />IL <br />m6 <br />O <br />U) <br />0 om <br />z U N�d) m� <br />Z uo_ <br />A <br />a <br />jW <br />V zz oLL <br />z <br />o <br />F- <br />z <br />a <br />u <br />2 <br />}. 4 zz <br />Q <br />v <br />m <br />Q <br />iU <br />(K <br />tv <br />N <br />� ., <br />z <br />ID <br />Q <br />4, <br />.J <br />UL <br />cn <br />O J <br />0 � J <br />Z Z = <br />Q <br />� � <br />® <br />V Ln W <br />N <br />�z <br />am_ <br />tL V <br />2ujW <br />Q > <br />000 a <br />O <br />U <br />cn <br />TOTAL. APZEA <br />2240.6010- " _, <br />FIG <br />