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w <br />z <br />a <br />0 <br />n <br />ROOF FRAMING FLAN 1/4" = V O" <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 DFLAY TO THE CONSTRUCTION <br />12' 011 <br />14' OII <br />FLOOR JOIST FLAN 1/411 = 11 011 <br />19' III' <br />EXISTING SLAB <br />I I <br />6' OII <br />I <br />12' OII 2' ro 111 611 <br />1 I <br />I <br />------------------------------" <br />I I I I _ <br />36" WATER p <br />STORAGE I _ <br />TANK I <br />- - - - - - - - - - - -I-- - - - - - - - - <br />I I <br />I I � <br />I I <br />I I <br />I I <br />I 1 <br />I I <br />I I <br />1 I <br />I I <br />I I <br />I I <br />I I <br />I I <br />� <br />I I <br />I � <br />CUT EXISTING SLAB TO RUN <br />WATER PIPING TO WALL OF <br />SCREEN ROOM TO STORAG <br />I � I <br />AREA, VERIFY WITH OWNER <br />I I <br />1 � I <br />I <br />i 2" V.T.R. i <br />I I <br />X, <br />I I <br />O <br />I 1 _ <br />I O I <br />I O 1 <br />I I <br />I I <br />I I <br />I I <br />I I <br />I y 1 <br />I U Q I I Q <br />I <br />1 <br />I <br />I <br />32"X32"XI6" FOOTING PAD WITH (3) •5 <br />EBAR EACH WAY. THIS PALOCATION <br />p RPAD LOCATION <br />BE RELOCATED AS NEEDED AS LONG <br />AS THE MAXIMUM SPAN OF BEAM IS 24-0" <br />TO BE VERIFIED PRIOR TO POURING PAD \ <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I 1 <br />I I <br />I I <br />p a i EXISTING SLAB WILL BE 3 1/2" <br />BELOW STORAGE AREA FINISH <br />FLOOR <br />I I <br />~ I <br />> I I <br />H I I <br />� I I <br />I I <br />I I <br />1 I <br />1 I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I <br />I I <br />13' OII <br />I I <br />AP <br />q 1 I <br />I I <br />Ile <br />24"X24"XI6" FOOTING PAD <br />ITH (3) 05 REBAR EACH WAY <br />----------------------------- <br />I 1 \ <br />I I <br />I <br />I <br />12' OII <br />I <br />i <br />1 <br />I <br />I I <br />I I <br />I I <br />I I <br />i I <br />I I <br />CUT AWAY EXISTING SLAB AS NEEDED <br />TO ADD NEW FOOTINGS AS SHOWN I <br />I I <br />I I <br />FOUNDATION 4 SANITARY FLAN 1/411 = 1' O11 <br />-z M <br />nLL <br />LL <br />�_j <br />zLu <br />LLJ <br />�oN <br />coLU o N <br />W Ur Q 04 <br />A ZaM <br />o _ Lu <br />mU <br />m 0) L LL. <br />�O <br />v� <br />N <br />M <br />r� <br />cal � • ■ <br />M 0 <br />� <br />U <br />zL�u$�m <br />J <br />zm7(5 <br />do <br />zm� <br />� <br />ai <br />:7) <br />WSJ <br />N U <br />C! (Lo i <br />- <br />111 <br />r <br />.Q <br />a <br />� <br />Z <br />N <br />o <br />z <br />x <br />W <br />z <br />O <br />� <br />W <br />a <br />'Q <br />al <br />Q <br />Q <br />O <br />ARKAY ENGINEERING INC. <br />STRUCTURAL ENGINEERS <br />1 <br />RICHARD L, DDEY P.E. <br />FLORIDA LICENSE NUMBER 31296 <br />1 HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS <br />WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION <br />ARE IN COMPLIANCE WITH CHAPTER I6, SECTION 160E OF THE <br />FLORIDA BUILDING CODE 2011 111 EDITION AND ASCE 1-10 <br />FOR 139 MPH WIND ZONE RISK CATEGORY 11 AND THE ENTIRE <br />2011 BUILDING CODE RESIDENTIAL 6TH EDITION <br />v) <br />Z <br />a <br />QC <br />a <br />('OpCaO <br />!/— <br />JU <br />,-�- <br />a <br />_ <br />U <br />� <br />miu <br />a <br />O <br />VJ <br />LEVEL ONE <br />STORAGE <br />438 <br />LEVEL TWO <br />STORAGE <br />55h <br />SCREEN <br />PORCH <br />112 <br />RV <br />CARPORT <br />542 <br />TOTAL III <br />FIG <br />2OF4 <br />ARKAY 0 19224 <br />