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t <br />3 <br />c <br />a> <br />v <br />00 <br />0 <br />t- <br />M <br />0, <br />I <br />rn <br />x <br />Q1 <br />x <br />CV <br />N <br />O <br />J <br />M <br />to <br />I <br />rn <br />CD <br />v <br />i <br />o, <br />3 <br />Q <br />O] <br />N <br />d <br />E <br />N <br />E <br />O <br />S <br />v <br />c <br />J <br />y <br />N <br />I.� <br />0 <br />v <br />0 <br />U <br />U <br />0 <br />0 <br />.o <br />0 <br />t� <br />N <br />M <br />v <br />0 <br />0 <br />rn <br />0 <br />N <br />\ <br />N <br />Ln <br />m <br />v <br />N <br />T- <br />5' <br />59'-4" <br />58'-8" <br />5'-1" <br />6'-4" <br />H.B. <br />6'-0" <br />TYP <br />L <br />S3 <br />2'-6" x 2'-6" x V-0" <br />W/ (3) #5'S E.W. <br />.................. .... 0............... <br />11�■............ .■ ■ - <br />- — — — — — — — — — — — — — <br />r INDICATES FILLED CELL w/ 3000 <br />— — — — — — — — i— ■ r <br />PROVIDE Y2" x 9" "' (2) #5'S <br />T <br />PSI CONC. GROUT FROM FT. TO <br />I BEAM W/ #5 REBAR VERT <br />IT RECESS FOR FRT. DOOR <br />1/2" SLOPE=4I <br />CD <br />in <br />STEPS <br />(1) <br />I ABOVE SLAB TYP @ ALL <br />TOP OF CONC./ PAVER TO BE4" �-3 <br />19 BELOW FIN, FLR, <br />REQUIRED <br />PER FIELD <br />0'-0" PLACES SHOWN HOOKED FTG. <br />I <br />2'-0" 4'-0" 2'-0" 6'-0" 4'-6" 2'-6" <br />CONDITIONS <br />DOWELS 5" EMBED W/ 25" EXT. <br />CJ ABOVE SLAB "GRADE 40 STEEL" <br />CJ CiAlv— <br />A.0 ■ ■ ■ ■ ■ <br />TYP <br />PROVIDE 1 Y," RECESS <br />FOR SGD. REFER TO - <br />I HVAC CHASE AHU I' ' — — — — — — — — — — + — — — — — — — — — , <br />Zli <br />o <br />L <br />S3 <br />I MASON'S SLOPE FOR 7� <br />I WIDTH <br />ON <br />BOCATDION <br />"' <br />I <br />I <br />i (2) #5 REBAR <br />�3 1/2" <br />32'-84" <br />`<, 4 _gs �' ' VERTICALS w/ in <br />FILLED CELL <br />L <br />I I <br />— — <br />37'-5Z" 21'-24' <br />54" T-8" T-8" I <br />2'-1" -31/2" SLOPE <br />4'-0" <br />; I G <br />; ; OPT. D I; <br />10 <br />S3 <br />CJ r— -----1 CJ CJ <br />f <br />CJ <br />' I I <br />o <br />o <br />. .............. r===�-------- ICHASETO <br />■: I J KITCHEN ISLAND I ISLAND <br />' <br />2'-6"x2'-6"x1'-0" LOW WALLS l o ° <br />o <br />a j II J <br />� I. t I I' S3 <br />p W <br />� <br />W/3-#5E.W. CJ L�—__------ -- bN <br />G SINK wl DISP '- <br />� I S3 I <br />t 23'-111, 2'-10" 4114" <br />(2) #5 REBAR <br />A <br />: <br />°s3 K VERTICALS w/ in <br />I I' S3 FILLED CELL <br />I I <br />CY <br />I CJ CJ CJ <br />III I; <br />7LI <br />60 <br />I <br />.. .. ... <br />. <br />`" <br />.......... <br />..... ............... <br />� I ---------------------------- <br />� 0.-0"� <br />1 . <br />/ 1 <br />....... .... <br />0> <br />......... <br />............. <br />oo <br />ED <br />I . ■ <br />// / 13'-54" 71 211 ) <br />CJ <br />CJ CJ <br />° <br />3-1/2" MIN 2500 PSI CONC 0'-0" <br />/l/ I J l� <br />SLAB OVER 6 MIL VISQUEEN t <br />VAPOR BARRIER I : ■ <br />(3000 PSI CONIC. SLAB FOR <br />1 ih <br />1 <br />HERNANDO COUNTY ONLY) <br />L— — <br />— - — — — — — — — — — — — — — — — — — — _j <br />4'-0" L T-10" L 4'-811 L 4'-8" L T-8" I. S-4" <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" 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 />co <br />_T� z <br />co J <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />% <br />.'� <br />:; <br />#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />• <br />�. <br />#5 X 25" X 25" CORNER <br />• ',; ' ' ',�; '• '�,' <br />BAR ONE FOR EA. <br />-' ' ' <br />; <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />•.�.•. �.;� <br />"�-�:� <br />• <br />�;� <br />- • •• <br />**Alternate: <br />;•• <br />The reinf. bars shall be <br />•'��;,: �'�r, ;� f.; �'�� • <br />cont. around corner by cold <br />,; <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 />i <br />i, <br />i <br />l <br />z N 80 <br />Q <br />o <br />a <br />z <br />N a <br />jr <br />fC5 w o <br />o a <br />0 w N <br />N Z:) <br />�N c o <br />o <br />c> m <br />~ m E <br />0 8 <br />J00> <br />_ � d <br />U o <br />• <br />ol 8, <br />Sm <br />� N <br />o� <br />LU 80� o w z <br />Z <br />LLM -T Q <br />r� <br />I t <br />act <br />OT�_ <br />IF <br />To the best of the Engineer's 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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />o <br />w <br />M <br />CYJ <br />mZ <br />O i <br />05 <br />Z <br />—' <br />_ <br />LE <br />C3 C, <br />o- OI <br />E U <br />zo <br />o� <br />ao <br />>a <br />2N <br />z® <br />oa <br />w¢ <br />F_ <br />�� <br />�¢ <br />�� <br />°z <br />z <br />o r-' <br />N r <br />az <br />ao <br />o <br />az <br />�� <br />B <br />� <br />¢ <br />x <br />mm <br />m o <br />o� <br />z <br />a <br />C/� J <br />) <br />to <br />< <br />a <br />az <br />zz z <br />> <br />a <br />O ¢ <br />o <br />2 ° <br />�w <br />W <br />U <br />wt <br />oLL <br />00 <br />z <br />as <br />3 <br />=o <br />�o <br />co <br />zla <br />�3 <br />c O <br />0 <br />N <br />W <br />i <br />._ <br />N <br />LL <br />00 <br />N <br />O <br />`� <br />d- <br />r <br />0 <br />� 0 � <br />CM <br />r <br />■� J f <br />N <br />r <br />0 <br />I N <br />� <br />r <br />ci <br />E <br />00 M N <br />o <br />z <br />E O <br />a <br />E <br />0 _j < o <br />� <br />JOB <br />NO : 19-5338 <br />SCALE : AS NOTED <br />SHEET NO. <br />6.0 <br />