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In <br />7'-2" 5'-2" 6'-0" 6'-0" <br />A <br />H.BT S3 <br />I <br />4'-0" 1. 3'-10" 4'-8" 6 4'-8" <br />5'-2" <br />5-10" <br />{ j <br />'. '. '. '. '. '. '. '. '. ' <br />3-1/2" MIN 2500 PSI CONC <br />F- <br />l : j. 1 <br />Ij °' <br />SLAB OVER 6 MIL VISQUEEN <br />VAPOR BARRIER I <br />: ■ <br />\ <br />(3000 PSI CONC. SLAB FOR 0'-01, I , <br />HERNANDO COUNTY ONLY)M. 9 <br />\\ 13-54 CJ 7'-2" CJ { 1 CJ <br />10 <br />CJ CJ <br />\ 4OP <br />.......... <br />................. <br />.I Il <br />I _ <br />0'-0" <br />--------------------------- <br />l <br />r <br />60 <br />CN <br />—e — <br />.R.:. ■ <br />N <br />I CJ CJ CJ <br />1 { I °P <br />I <br />S3 <br />1 { ° ' : S3 VERTICALS w/ in <br />FILLED CELL <br />11g ' <br />JII <br />0" <br />23'-112'-14 <br />,. I <br />2'-6" <br />G <br />b <br />I: <br />I O I <br />K <br />o <br />v <br />bN <br />( <br />2'-6"x2'-6"x1'-0" S3 C J FF _ _ _ SINKwl DISP _ _ l N <br />D.W.I <br />W/ 3-#5 E.W. KITCHEN ISLAND <br />' o o <br />j • I LOW WALLS 10� 1 C ASE TO <br />• L — — — J I ISLAND <br />ilf •' <br />1 S3 <br />I I ' <br />J L I' , • <br />1 [[�; Ili S3 <br />o <br />—� — — —--- <br />�— <br />9 <br />o <br />CJ ----J CJ CJ <br />CJ o3 I <br />N <br />in <br />I G <br />� <br />I <br />S3 <br />5'-4" 3'-8" 7'-8"2'- <br />OPT. W : <br />-3 1 /2" SLOPE <br />1 1 37'-52" <br />21'-24" <br />r <br />32'-84" <br />4'-8$ <br />53 <br />(2) #5 REBAR <br />op <br />o <br />1/2' <br />I <br />S3 <br />I <br />I PROVIDE 1 �" RECESS "� <br />_ <<.` — .. VERTICALS w/ in <br />` l FILLED CELL <br />HVAC CHASE \ I W.H. <br />I FOR SGD. REFER TO <br />T <br />BASED ON I. . <br />TYP_ <br />L_ — <br />MASON'S SLOPE FOR <br />1 <br />LOCATION :: AHU + — — — — — — — — J <br />I WIDTH <br />— — <br />I CJ INDICATES FILLED CELL w/ 3000 <br />L._.1..■ Ate■ ■ ■ ■ ■ <br />CJ <br />N <br />STEPS AS <br />REQUIRED <br />I �0'-0" PSI CONC. GROUT FROM FT. TO <br />2'-0" 4'-0" <br />PER FIELD <br />I BEAM W/ (1) #5 REBAR VERT <br />I I in 2'-0" 6'-0" 1'-10" 5'-2" <br />T <br />CONDITIONS <br />I ABOVE SLAB TYP @ ALL <br />PLACES SHOWN HOOKED FTG. <br />TOP OF CONC./ PAVER TO BE 4" <br />F: 3 1 /2" SLOPE <br />BELOW FIN. FLR. I <br />v <br />"' <br />: I DOWELS 5" EMBED W/ 25" EXT. <br />PROVIDE %2' x 9" <br />"' <br />ABOVE SLAB "GRADE 40 STEEL" <br />-----—+--------- <br />RECESS FOR FRT. DOOR <br />---- ----I— <br />■ <br />■.................. :................ <br />:....^: ....... ... O <br />..M ................■ - <br />7'-1$" <br />5' <br />37'-8" <br />(i) <br />•1" <br />58'-8" <br />L <br />S3 <br />TYP <br />5'-0" <br />6'-0" <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />15'-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 FBC 6th EDITION (2017) <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 />WWF PLACED IN 1/8" SAWCUTx 1/4 SLAB <br />UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />REINF. SEE PLAN. FOUNDATION PLAN <br />w <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />• <br />•; <br />•r <br />#5 CONTINUOUS <br />,�: ' <br />; ; ::' <br />'•_ <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />,',; ' '•:, j' '�', <br />; ; ,:' <br />BAR ONE FOR EA. <br />'• ' ' ' ' <br />; <br />HORIZ. REBAR, TYP. <br />•.. <br />• <br />U.N.O. <br />*Alternate: <br />_ <br />; • <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 />i <br />L—J <br />V M <br />z � <br />z m <br />z g <br />M <br />a o <br />C13 <br />N <br />_z <br />LL <br />•..�y'�.. <br />4VJ <br />-J V7 Y <br />(v w g <br />o a <br />w <br />N E <br />�N <br />U C° <br />8, <br />TE <br />0 8 <br />= <br />U 0 <br />n o <br />• <br />Q <br />soo <br />v�1 N <br />Z M � C O ..• 4. <br />N <br />�L <br />LU z a <br />W cia= 2 3 z <br />Z 0 m d o Q 3 m <br />yu4— N a m <br />J <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />CO o <br />M <br />z <br />Z <br />Cl)o0 <br />Z <br />F <br />E <br />LL- <br />E�� <br />O <br />zo <br />» <br />Co <br />x0 <br />'a <br />oa <br />0° <br />°� <br />Z <br />O <br />N ` <br />a z <br />w o <br />a Z <br />w <br />Cn C <br /><o <br />.a <br />o� <br />m� <br />10'z <br />z F <br />>Z <br />z <br />in cu <br />J <br />m <br />0 0 <br />< w <br />N <br />o <br />Z <br />O° <br />W� <br />U <br />'oyLL <br />3 <br />o< <br />O <br />�° <br />a F <br />CAD <br />10.1 <br />Zl <br />Cc) <br />3 <br />C O <br />0 <br />.y <br />L <br />� <br />M <br />M <br />.-. <br />> <br />O <br />m <br />o <br />LO <br />M <br />T <br />T <br />i oo <br />r M N <br />M rl- <br />o <br />Z <br />z <br />E O N <br />E <br />m <br />c <br />co <br />ELU <br />J Q p <br />J <br />JOB <br />NO: 19-5906 <br />SCALE : AS NOTED <br />SHEET NO. <br />6.0 <br />