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3 <br />c <br />v <br />v <br />x <br />0 <br />n <br />rn <br />0 <br />L0 <br />I <br />rn <br />x <br />0 <br />0 <br />J <br />O <br />rn <br />u7 <br />I <br />rn <br />aci <br />v <br />s <br />v <br />3 <br />a <br />rn <br />i'4 <br />S <br />E <br />F� <br />a� <br />E <br />0 <br />x <br />0 <br />v <br />c <br />J <br />y <br />a� <br />i✓ <br />U <br />O <br />C <br />O <br />U <br />0 <br />CL <br />a_ <br />0 <br />0 <br />0 <br />0 <br />O> <br />O <br />t2 <br />00 <br />00 <br />v <br />0 <br />0 <br />rn <br />0 <br />N <br />\ <br />N <br />0 <br />W <br />0 <br />v <br />c <br />c <br />58'-8" <br />37'-8" 6'-( <br />7'-18" 5'-28" 6' 0" 2'_9" 5'-2" 5'-1" 6'-4" 5'-0" <br />3'-0" TYP <br />A L <br />S3 H.B. � S3 <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />15'-0" <br />■.......................................... <br />.... .. ....I...............■ _ o <br />r INDICATES FILLED CELL w/ 3000 <br />PROVIDE /2 x 9" iv <br />PSI CONC. GROUT FROM FT. TO <br />RECESS FOR FRT. DOOR <br />31/2" SLOPE - <br />`1 <br />co <br />r <br />STEPS AS <br />BEAM W/ (1) #5 REBAR VERT <br />ire TOP OF CONC./ PAVER TO BE 4" I <br />in <br />'n <br />REQUIRED <br />ABOVE SLAB TYP @ ALL <br />0'-0" 1 PLACES SHOWN HOOKED FTG. <br />Zo BELOW FIN. FLR, <br />I I 2'-0" 4'-0" 2'-0" 6'-0" 1'-10" 5'-2" <br />PER FIELD <br />CONDITIONS <br />I DOWELS 5" EMBED W/ 25" EXT. <br />CJ ABOVE SLAB "GRADE 40 STEEL" <br />- <br />I <br />CJ CJ - <br />1- ■ I W ■ ■ ■ ■ ■ <br />~ <br />r TYP <br />PROVIDE 1Y2'RECESS <br />FOR SGD. REFER TO I <br />I HVAC CHASE I AHU I -------+— ------ <br />_ <br />` <br />OP <br />o <br />L <br />S3 <br />MASON'S SLOPE FOR °,� <br />WIDTH <br />BASED ON (; ; <br />LOCATION <br />`r' <br />7 <br />ri <br />(2) #5 REBAR <br />�3 i/2" <br />32'-84" <br />4'-88" VERTICALS w/ in <br />FILLED CELL <br />I I <br />— — <br />37'-52" 21'-24" <br />5 3'-8" 7'-8" I I <br />2'-1"•-31/2" I SLOPE <br />4'-0" <br />G <br />OPT. D I ; I <br />in <br />S3 <br />I CJ I �-- — — — — — —I CJ CJ I <br />KITCHEN ISLAN I I I ISLAND <br />2'-6"x2'-6"x1'-0" LOW WALLS I I I I <br />�a <br />I !« II J <br />) I. 1 j I S3 <br />I- L—D.WJ rN <br />I <br />a I <br />I <br />W/ 345 E.W. <br />G CJ L�J—SINK w/ DISP b <br />] 1 K <br />c%> <br />S3 N <br />I I 2'-6" I <br />aIf O S3 I <br />] I <br />o <br />o <br />I 4'-13,, <br />• 23'-11" 2'-10" 4 <br />{ <br />ro <br />(2) #5 REBAR <br />i'v <br />s3 <br />I �Cj CJ CJ <br />° K VERTICALS w/ in <br />FILLED CELL <br />] I OP <br />a <br />1 I r—j ; <br />N <br />I 11 0'-0" <br />� <br />0 <br />..... .. c10— <br />...... <br />o <br />/ {la � <br />I I .■ <br />13'-543" 7' 2�101,1 <br />] a <br />J CJ j _ CJ <br />Cloo <br />.... . <br />:: ici CJ <br />_ <br />I, <br />° <br />3-1/2" MIN 2500 PSI CONC <br />/// <br />) <br />/ I . I• • �br <br />SLAB OVER 6 MIL VISQUEEN <br />VAPOR BARRIER <br />PSI CONC. SLAB FOR <br />; ; ; : ; ; : :: a <br />(3000 <br />I <br />I { 1 <br />{1 <br />HERNANDO COUNTY ONLY) <br />NJ <br />S-10" L 4'-0" L 3'-10" L 4'-8" L 4'-8" L 5'-2" L 5'-10" <br />FOUNDATION PLAN <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 />z <br />W J <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-0" <br />.• <br />.. <br />••= <br />#5 CONTINUOUS <br />,•: ' <br />; ; _:' <br />'�_ <br />REINF. SEE FND. FOR <br />QUANTITY <br />�� ;: <br />',',•.' <br />;�; <br />#5 X 25" X 25" CORNER <br />�'• <br />' <br />BAR ONE FOR EA. <br />' '' <br />' '' ' <br />•. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />'• <br />*'Alternate: <br />• ; ; : • �.• <br />;�;, •'; <br />• <br />The reinf. bars shall be <br />;�;.;• ;.%.;• ;..: ;.%. •';�;.; • ;Y <br />C ont. around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. <br />CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />0 <br />c� <br />LJ <br />FL� <br />co 0 <br />z <br />� a <br />z <br />M <br />d. N <br />armmm <br />N <br />Q) <br />M <br />z <br />U LL <br />01 <br />1 ' <br />r <br />� <br />V <br />� Y <br />W g <br />f Q <br />j� <br />V�`• <br />0 <br />N <br />w t— <br />c o <br />t— o <br />2 <br />U 0° <br />w <br />�- o $ <br />zI f•.. <br />NO N <br />o <br />UNO I <br />Q <br />• <br />rn <br />M d o��SggrQp <br />N N <br />b <br />w Z <br />Z W <br />N <br />LULu'` ° � <br />LL F I uti��� <br />_ < <br />1 <br />�L O E-F <br />0 <br />F 0 Z, <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. Engineer's signature and seal <br />- <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />r_ <br />o <br />M <br />y <br />o <br />W <br />Z <br />� <br />CL � <br />E <br />�o <br />z <br />�ao <br />Yo <br />�a <br />Z <br />0 <br />o E <br />d¢ <br />W� <br />0 <br />a <br />N <br />F <br />0 <br />wo <br />¢z <br />d i <br />CJ)Y <br />C <br />ym <br />mo <br />° ' <br />z� <br />fn <br />¢w <br />2Z <br />U <br />W <br />U <br /><� <br />a <br />Nw <br />�k <br />O <br />C�D <br />L <br />> <br />a <br />V <br />zla <br />° 3 <br />C O <br />O <br />.N <br />L <br />C <br />N <br />�-. <br />co <br />-j <br />O <br />° <br />m <br />N- <br />L.L <br />TT <br />z T- <br />LO <br />04 <br />O <br />04 <br />m <br />Z1' <br />N <br />cM ` <br />o <br />Z <br />ca <br />z <br />E O <br />E <br />CU <br />a <br />o <br />U <br />JOB <br />NO: <br />19-5900 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6.0 <br />