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a <br />A <br />THESE ADDITION CONSTRUCTION DRAWINGS WERE DESIGNED TO COMPLY <br />WITH ALL OF THE LOADING REQUIREMENTS OF " SECTION S03 - STRUCTURAL" <br />OF THE FLORIDA BUILDING CODE 200-1 - EXISTING BUILDING AND 200E <br />SUPPLEMENTS <br />$8' 11/2" <br />ADDITION FLOOR FLAN 1/411 _ 11 011 <br />ALL NEW WALLS ACT AS SHEAR WALLS <br />)DO FROM FOOTINGS <br />OF WALL. PLACED AS <br />1 adz <br />ALL WORK SHALL COMPLY WITHALL <br />PREVAILING CODES, FLORIDA B TG <br />CODE, NATIONAL ELECTRIC CODE AIs?,I <br />CITY OF ZEPHy�ILLS ORDINANCE <br />I <br />(I� <br />cll <br />I HEREBY CERTIFY THAT I IIA'/_ REVIEWED THE ATTACHED <br />DESIGNS AND FOUND iT TO BE IN COMPLIANCF WITH CHAPTER <br />i(v, SECTION 1602 OF THE FLORIDA BUILDING CODE FOR 120 MPH <br />(3 SECOND GUST) WIND ZONE - 100 MPH FASTEST SPEED AND THE <br />ENTIRE 2001 FLORIDA BUILDING CODE; RFSIDENTIAL AND ALL <br />2009 SUPPLEMENTS <br />_ C\ tog <br />T.L. HANSON P.E. LICENSE NO. 38654 <br />P.O. BOX IVO, DADF CITY, FL 33526 <br />O <br />h M <br />O Z <br />O <br />Ics <br />Z U) Lf) C4 W <br />a� N o <br />Z M <br />Ci >- M Q <br />v, M a <br />G M L- W <br />O j h <br />U. <br />= h O <br />O C� <br />N <br />N -j <br />10 N G N a <br />H <br />Z < � O M <br />W C <br />C � ' <br />2 v I <br />LL W <br />LL <br />0 <br />m <br />�m <br />It <br />Z OX m M <br />O Z w W u o z <br />cri z °-ip z <br />zm A <br />w a a� <br />d � <br />O �l o <br />N <br />�l <br />z� <br />0 <br />Uw <br />N <br />- N <br />c� <br />ui <br />4 <br />Q <br />z <br />O <br />m <br />� O <br />Q r <br />}. N O <br />� <br />� O <br />O <br />Q Q <br />�A <br />zv0 <br />�jED <br />Q� z <br />,ADDITION <br />LIVINGS 160 <br />SCREEN <br />PORCH 341 <br />GARAGE <br />ENTRY 62 <br />TOTAL 563 <br />FG <br />1 Of= & <br />w <br />