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C <br />6'-4" 1. 6'-0" 6 6'-0" 6 6'-0" <br />TYP @ 2 <br />STORY <br />H.B.T T <br />2 <br />Z-238" , 2'-1 <br />.......... !IIII! ................. 0 ............ ..E ......... !IIII!! .............. 0 ..... E... W <br />S3 <br />o? <br />5 16'-3" <br />HVAC CHASE 01-01, <br />BASED ON I <br />LOCATION <br />INDICATES FILLED CELL w/ 3000 <br />PSI CONC. GROUT FROM FT. TO <br />F17. <br />BEAM W/ (1) #5 REBAR VERT <br />1* <br />......... . ABOVE SLAB TYP @ ALL PLACES <br />C� <br />10 <br />I 6-4"" SHOWN HOOKED FTG. DOWELS 5" <br />2 <br />EMBED W/ 25" EXT. ABOVE SLAB <br />"GRADE 40 STEEL" <br />TYP @ 2 STORY <br />9 <br />b <br />04 <br />C� <br />CO <br />L _j <br />Ci 7 Ci <br />rd� <br />2'-6" 2'-6' <br />x x <br />1, 3 <br />ISTUBUPTO <br />W/ (3) #5'S E.W. <br />04 <br />13'-7 <br />2ND FLOO <br />FOR A/C .... J: <br />TOP OF CONCJ PAVER T 0 BE 4' <br />z <br />rL <br />\Z3 <br />BELOW FIN. FLR. <br />2'-6" x 2'-6" x V-0" <br />PROVIDE Y2" x 91, <br />SLOPE <br />TYP @ 2 STORY <br />RECESS FOR FRT. DOORjj L_ <br />.0. <br />1 -31/2" <br />c� <br />W/ (3) #5'S E.W. <br />- - - - - - Eln" <br />Ci <br />F <br />(2) #5 REBAR <br />q BUILDER TO PROVIC E VERTICALS w/ in <br />3000 PSI CONC. �TION <br />-3 1/2" <br />3-1/2" MIN APPLIANCE PROTEC FILLED CELL <br />1 <br />PROVIDE 1 y2" SLAB FOR HERNANDO WHEN REQUIRED PER FBC 2STORY <br />9 <br />RECESS FOR COUNTY ONLY <br />&D <br />SGD. REFER TO 3 -1/2" MIN 2500 PSI CONC <br />MASON'S SLOPE SLAB OVER 6 MIL <br />L <br />FOR WIDTH VISQUEEN VAPOR <br />BARRIER <br />STEPS AS <br />CHASE <br />REQUIRED PER <br />TO <br />C? <br />FIELD <br />CONQJTJONS <br />KITCHEN ISLAND <br />S <br />LOW W S &-31/2" -SLbPE-' <br />— — -- — — — — — — — <br />9 <br />&D <br />'T <br />I L Ci <br />C14 <br />_-4— Ci V <br />�:I all I ; 1: 4'-l'V <br />I <br />1 <br />. L__ — -ii z 4" <br />re- --% o? I 1 <br />71, co <br />rT L - - - - - - - - - - - <br />IlL <br />11 <br />r- 01-01. <br />U, <br />(2) #5 REBAR <br />67� <br />VERTICALS w/ in <br />\ <br />�3 FILLED CELL <br />(0 <br />9 <br />2STORY <br />ro <br />L _j <br />C� <br />. ............... i . . . . . - - <br />In __% * , ii—, *.' , ....... 0 <br />N <br />H.B4 <br />TYP @ 2 STORY <br />6-4- 6-0" 6'-0" 6'-0" 64" 4'-0" <br />FOUNDATION PLAN <br />SCALE: Y4"=1'-0" <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "E- OF THE FBC 5th EDITION (2014) <br />BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE <br />AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL <br />NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE <br />REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH <br />• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />W.W.M. PLACED IN <br />—1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB <br />THICKNESS WHERE <br />OR FIBERMESH <br />SHOWN ON <br />REINF. SEE PLAN.-� <br />FOUNDATION PLAN <br />LF <br />LU <br />'LU) <br />CONTROL JOINT DETAIL. <br />SCALE: 11/2"04" <br />j <br />v- v. v- v, <br />#5 CONT REINF. SEE <br />FND. FOR QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />**Alternate: <br />rhe reinf. bars shall be <br />cont. around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DTL. <br />SCALE: 1 1/2"=V-0" <br />0 <br />(D_ <br />Z: ce) <br />z <br />< <br />U) Z: <br />C <br />V) 0 <br />(L) _/) <br />c <br />4--J LU <br />0 <br />U <br />0 LLj <br />E <br />U0 <br />0 <br />c) <br />F__ E <br />CNI) <br />0) ce) <br />r_ M Cl) <br />2 7 2 c,1Q <br />0 Z5 0 <br />a: 00 <br />00 <br />ca — <br />CL 0 <br />< - 0 <br />Cm <br />0 .t <br />Ci <br />A <br />I <br />I <br />D. <br />r 9__ <br />0 <br />UL <br />.C, X <br />0 <br />CL --G <br />Z FU_ <br />I "i <br />fL <br />, fL <br />0- hu <br />R ';e <br />z F E, <br />A <br />Ot <br />0 M <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code Sth Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />0 <br />C) <br />Z r-4 <br />0 (L) N <br />1­4 4-J C� <br />15 %0 <br />CD <br />LF) cn <br />C:, <br />M <br />C) 4-1 . N <br />V) M Lr) <br />z <br />0 "N <br />(U In <br />C <br />F- C>,L <br />U CL <br />z <br />00 <br />z § E ­-0 <br />z <br />c) <br />WLU <br />_j 0 <br />,,u <br />z <br />0, <br />CL <br />z <br />u-, <br />jui <br />0 <br />IN �j (g, <br />F- LLI <br />F- <br />0 <br />Ln <br />z <br />-0 <br />r*-% <br />Lr) <br />r'-4 <br />0 <br />LL <br />U <br />0 <br />0 <br />uj <br />Lu Cx <br />z <br />z <br />('*4 <br />-2 <br />LU <br />_j <br />Ln <br />di <br />Lij <br />z <br />Lu <br />r-4 <br />Z <br />LU <br />U, <br />A <br />SCALE AS NOTED <br />DATE 2/24/2014 <br />TECH: FLORES <br />VERSION No' 10 <br />SHEET NO. <br />6.0 <br />LIA <br />