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C <br />C <br />d <br />38'-0" <br />2'-0" 2'-0" 2,-0" 4'-0" <br />TYP @ 2 J <br />STORY S6 <br />H.B.t <br />2'-1 <br />■. ...............�..... .........E. .E.............. E..... 0... .■ <br />AC PAD AC PAD <br />-'----------M,�.----I-- — —,•---------- <br />I— N S3 rca <br />- <br />o? <br />5'-4" 16'-3" <br />TYP @ 2 STORY <br />r <br />HVAC CHASE <br />BASED ON I — — "� :: I 0'-01, I <br />\ <br />S6 <br />\ <br />■ ; LOCATION <br />,,� <br />�• �� ; INDICATES FILLED CELL w/ 3000 <br />I <br />PSI CONC. GROUT FROM FT. TO <br />00 <br />BEAM W/ (1) #5 REBAR VERT <br />r <br />ABOVE SLAB TYP @ ALL PLACES I <br />N <br />■ r r SHOWN HOOKED FTG. DOWELS 5" <br />I I I <br />`r' <br />' j gi:oz ; 5'-4js" t I EMBED W/ 25" EXT. ABOVE SLAB <br />r-11 t "GRADE 40 STEEL" <br />Ci <br />o <br />I CJ Z. \`` �.Ji ,, <br />I <br />!I 'PLUMBING <br />GG <br />S3 LINE <br />STUB UP TTO SECOND12ND <br />j09 <br />FLOO" -0" ' FLOOR -7a <br />■ ' I ( FOR A/C ; ... .....: ::::..:: <br />— — <br />2'-6" x 2'-6" x 1'-0" <br />1 I ; ■ <br />1 <br />f <br />W/ (3) #5'S E.W. <br />M <br />1 T-h 4„ <br />■ : ( 0'-0 TOP OF CONC./PAVER TO BE 4" <br />- <br />0 <br />0 <br />S3 <br />BELOW FIN. FLR. <br />; I PROVIDE %2" x 9" <br />1 /8":1'-0" <br />2'-6" x 2'-6" x 1'-0" <br />M <br />J <br />TYP @2STORY <br />RECESS FOR FRT.W/3 DOOR � <br />: r---------- — ------ :■ <br />4„SLOPE <br />iv <br />( ) #5'S E.W. <br />■: I ICJ I--------'-I---------� <br />O <br />o <br />_ <br />_ <br />(2) #5 REBAR <br />BUILDER TO PROVIDE CC VERTICALS w/ in ( <br />3-1/2" MIN 3000 PSI CONC. I APPLIANCE PROTECTION S3 <br />N <br />iv <br />iv <br />FILLED CELL <br />14„ <br />E <br />PROVIDE 1 y2" SLAB FOR HERNANDO I I WHEN REQUIRED PER FBC 2 STORY <br />I <br />I <br />q <br />SLOPE <br />RECESS FOR COUNTY ONLY <br />I <br />CO <br />SGD. REFER TO 3-1/2" MIN 2500 PSI CONC I <br />L <br />—f�—I <br />( MASON'S SLOPE SLAB OVER 6 MIL <br />L S3 <br />I FOR WIDTH BA RI,ERN VAPOR <br />— <br />I I <br />■ ; I EDGE OF SLAB 2" I <br />�? <br />STEPS AS <br />REQUIRED PER <br />FIELD <br />CONDITIONS <br />: CHASE I BEYOND WALL <br />I TO I <br />I KITCHEN ISLAND I ISLAND ( I SLOPE <br />LOW WALLS <br />4,-0„ <br />_ , - -- - - - - - - <br />- <br />— — — — — <br />I I II I� `----- J <br />r <br />N <br />p I 4— CJ 1 4'-11 <br />O <br />00 <br />11r1 �Ilcan "' L-----------j I I J <br />S3 <br />o CY)IIr��IIY <br />I ( I „ <br />uL� JIIZ �o'-o° <br />e I -3 1 /2 <br />L — ( <br />t - <br />■ I Q <br />I I CC I (2) #5 REBAR <br />VERTICALS w/ in <br />S3 <br />FILLED CELL <br />• I <br />12 <br />STORY <br />I--:—y--I---I —J = L----------------J <br />_ <br />C�-i*.*...T <br />....... <br />_4„ <br />no <br />C:11 <br />J <br />S6 TYP @ 2 STORY <br />6'-0" <br />I <br />H.B. <br />3'-0" <br />64" L 4'-0" L 4'-4" <br />5'-0" <br />FOUNDATION PLAN <br />SCALE: %4 "=V-0" <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE <br />7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE <br />STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. <br />THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED <br />2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE <br />STRENGTH <br />• SEE SHEET SIN FOR SOIL & TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />REINF. SEE PLAN. FOUNDATION PLAN <br />LU <br />z <br />u d <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />-#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />-#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />**Alternate: <br />The 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 DETAIL <br />SCALE: 3/4" = V-0" <br />si(! <br />l <br />_ <br />o <br />P <br />.......... <br />To To the best of the Engineers knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. 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