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I <br />6 <br />BY <br />r <br />� <br />o <br />o <br />— <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 />�T) <br />S"Xlh" STACK BLOCK FROM TOP OF EXISTING <br />SLAB TO BOTTOM OF STEEL FRAME WITH 2" <br />CONCRETE CAP ON TOP OF BLOCK, <br />SEE DETAIL <br />36' O" 36' O" <br />MODULAR FLOOR PLAN 1/411 = I 011 <br />up, O" 36' O° <br />FOUNDATION PLAN 1/411 _ 11 OII <br />® <br />HOME PRIDE EARTH ANCHOR WITH 3/4" <br />SHAFT 36' LONG AND SINGLE 6' DISC <br />AND DOUBLE FASTENING AND TENSION <br />HEAD <br />® <br />HOME PRIDE ANCHOR HEAD WITH DOUBLE <br />TENSION HEAD AND EXPANSION TYPE BOLT <br />SOME MODULAR BUILDING STRAPS HAVE BEEN <br />REMOVED FROM LOCATIONS SHOWN. NEW STRAPS <br />CAN BE ADDED BY WRAPPING STRAP AROUND <br />STEEL FRAME AND CONNECT TO ANCHORS <br />w <br />d <br />N <br />a <br />Please be advised this review of plans submitted is a <br />OW try 1019w bassist the contracbt in compliance with <br />appiir"tble W* code& This review is not intended <br />b be & 6W approval o1Mt WWnkled per, tt is the <br />=*8QWs sole n! !F 0 - e to ensure that Me plates are <br />eortlip6mle eon>prra A6* wb #*pCcable NFPA codes a, J <br />kxW ordirtartoee. h the that further mm*m ion r <br />she Inspedi0rl reYrt>� aru iron-complia m, it shal' <br />the contracior'a sole remp"'Ammly, at then sole eXpensf <br />brirmQ thoee area in cornpbu. The Cky asmc-,. <br />r+esp"iblMl l0r the contrUWS failure b be in oorTI, I; I.-e <br />wilt d NFICIbIl NFPA Codes and bug ordbances. <br />'i'.. hMrl i'EL PLAN( BEEN R : i sE,V <br />4'y ZEPH <br />`)Ate- <br />er_ <br />REVIEW DATE /� 74,0 16 <br />CITY OF ZEPHYRHILLS <br />PLANS EXAMINER <br />AT T <br />RE 'Al <br />CODE, NATIOti'i!. <br />I HEREST CERTIFY THAT I HAVE REVIEWED THE ATTACHED <br />DESIGNS AND FOUND IT TO BE IN COMPLIANCE WITH CHAPTER <br />16, SECTION 1609 OF THE R ORIDA BUILDING CODE FOR Im MPH <br />(3 SECOND GUST) WIND ZONE - 100 MPH FASTEST SPEED AND THE <br />ENTIRE 2001 FLORIDA BUILDING CODE AND ALL 2009 SUPPLEMENTS <br />_-___ + 1,q l c v <br />T. HANSON P.E. LICENSE NO. 38654 <br />P.O. COX 1129, DADE CITY, FL 33526 <br />�y <br />Z <br />Z�NNO <br />Z4�MQ <br />ymQW� <br />W O c+� <br />- <br />�OCb <br />O <br />rev <br />y � H <br />pNZ W <br />�'s Wy <br />O <br />z <br />z -zo <br />N z z T Z <br />V/ <br />'Q d "o� <br />Q <br />• U F <br />a <br />0 <br />O <br />z' <br />ID <br />Q Q <br />,u Q <br />QC u- <br />W_ <br />O � <br />� N <br />ru <br />Q Q <br />O� <br />OF Z <br />