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I <br />U) <br />Ln <br />LC, <br />L0 <br />E <br />0 <br />L= <br />CL <br />C'4 <br />1-STORY,L FOOTING <br />Pr)0TlNr.T 9 -.qTr)P'v <br />TYP @ 1 <br />24" STORY <br />T H.B. t <br />1 <br />TYP @ 2 STORY <br />T-5,66" . 2' <br />ZZ10 <br />C Cn <br />PADD <br />20'-1011 <br />5'-0" T <br />TUB <br />11 q <br />04 <br />— — — — — — <br />TYP @ <br />2STORY <br />/W.C. 95.67' <br />TYP @ <br />2STORY <br />4— <br />rs <br />�6 <br />_j <br />4) <br />OP <br />HVAC CHASE <br />I BASED ON <br />I <br />LOCATION <br />SHOWER I PLUMBING <br />Cl) <br />_j —LINE TC1 <br />Cl) <br />INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT. TO BEAM W/ <br />—51 <br />-_12 <br />E �CO N t�: <br />ST <br />STUB UP TO I f FLOOR: <br />2ND FLOOR I <br />Gi <br />ci <br />T <br />10 <br />(1) #5 REBAR VERT ABOVE SLAB TYP <br />FC <br />FOR A/C <br />tPROVIDEY2" <br />@ ALL PLACES SHOWN HOOKED FTG. <br />x ...... <br />9 Y2 <br />(0 <br />DOWELS 5" EMBED W/ 25" EXT. ABOVE <br />W <br />1��CESS <br />. <br />SLAB "GRADE 40 STEEL' <br />.......... I .............. ... <br />... . <br />....... <br />L L_'C A <br />........... <br />FOR FRT. <br />...................... ........ <br />........ <br />.......... <br />....... <br />DOOR <br />22'-10" <br />18'.4" 4 T-O'. 2'-8" 64" <br />2'-6" x 2'-6" x V-0 <br />TYP. <br />W/ (3) #5's E.W.L/ <br />TOP OF CONC./ <br />G <br />21'-61 <br />8'-5" <br />T-10" <br />2STORY <br />PAVER TO BE 4" SL6PE <br />BELOW FIN, FLR.. &_ <br />09 <br />2'-6" x Z-15" x V-0" <br />95.34, <br />— — — — — — — <br />W, <br />W/ (3) #5's E.W. <br />I <br />2'-6" x Z-15" x 1 '-0" <br />W/ (3) #5'S E.W. <br />--f— ci <br />Sim. <br />!6 <br />9 <br />STEP <br />cc <br />cq, <br />KITCHEN <br />1 11 Jim 1 <br />S3 <br />(2) #5 REBAR <br />3-1/2" MIN 3000 PSI CONC. SLAB FOR <br />ISLAND <br />LOW I I I <br />7 <br />VERTICALS; w/ <br />in FILLED CELL <br />HERNANDO COUNTY ONLY <br />3-1/2" MIN 2500 PSI CONC SLAB OVER 6 <br />WALLS I 1 <br />19 <br />U) I <br />r <br />7 <br />t IE <br />MIL VISQUEEN VAPOR BARRI R <br />A <br />CHASE TO I I W.�i <br />I <br />0 <br />4 <br />ISLAND <br />-9. <br />cc <br />Lo <br />TYP @ 1 <br />12'-6" x 2-6" x 1 '-0" <br />W/ (3) #5's E.W. <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5's E.W. <br />sw 7 <br />1,. �3 <br />J� <br />\,,S,3 <br />STORY <br />2 STORY <br />CJ <br />PROVIDE 1)/2" RECESS TYP @ <br />OPT <br />7 <br />CJ <br />IT 6rx8M <br />CONC. <br />FOR SGD. REFER TO <br />MASON'S SLOPE FOR <br />2STORY <br />REF I 1 <br />I 1 <br />77 <br />95.38' <br />SLOPE% <br />95.34 <br />WIDTH <br />'r- <br />BUILDER TO PROVIDE <br />95.2 1' <br />1� <br />9 <br />APPLIANCE PROTECTION <br />b <br />60 <br />1/8": V-0 <br />Sw <br />WHEN REQUIRED PER FBC <br />18-4- <br />4'-6" T-4" <br />T-8" <br />20'4� <br />2'-6" <br />C <br />L <br />to <br />r I <br />\!3 iF <br />(2) #5 REBAR <br />D II 1W I I: <br />VERIFY LOCATION <br />VERTICALS w/ in <br />n <br />FILLED CELL <br />00 <br />T-O" <br />— — — <br />C14 <br />1_7 I 1 11 <br />111111P I <br />I j <br />N 0 <br />FOUNDATION PLAN — ELEV—Al <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 SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />VVWF 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 />LU <br />LU <br />U) <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />V <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 />CV11 <br />00 <br />CE M t-;. <br />< <br />M >< <br />79 <br />— <br />Cj W <br />E <br />C`3 <br />C14 <br />% <br />LL- <br />X <br />Z, <br />T OF <br />S A T E <br />0 <br />o. 14 <br />P-J, Ao <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawrings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineers signature and sea[ is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />E 9 c,4 <br />C14 <br />6 Cc' <br />00 <br />co <br />1 G ,? I <br />Co r-4'.- U. Lu <br />ow <br />W <br />CP _j z <br />z <br />& 6 X 8 U, <br />C111 'n <br />z <br />W <br />(D <br />4-J <br />0 <br />V) <br />Ln <br />J <br />U <br />Of <br />< <br />Offi— <br />C', <br />C11j <br />C`3 <br />g <br />0 <br />ce <br />z <br />E <br />2 <br />CL <br />8 E <br />C�D ro <br />0 -11, <br />00 <br />M <br />t <br />UD, ro <br />WO <br />z <br />0 <br />W <br />0 <br />.0 <br />LO <br />L0 <br />CL <br />F— <br />co <br />:3 C:� <br />CV) <br />0 <br />U) <br />N <br />LO <br />U) <br />Cq <br />LL <br />a) <br />CN <br />00 <br />CY) <br />U-) <br />ce) <br />E <br />z <br />E <br />LU <br />CL <br />E <br />0 <br />L) <br />M <br />a <br />3 <br />JOB <br />NO: <br />23-00518 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />