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T-1$' <br />5'-28" <br />4- <br />6-0" <br />5'-0" <br />TYP <br />L <br />S3 <br />2'-6" x 2'-6" x 1'-O" <br />W/ (3) #5'S E.W. <br />■.................. ......... •.............. <br />......... ..■... ........................... ..•.................■ N O <br />r INDICATES FILLED CELL w! 3000 <br />PROVIDE %2' x 9" N <br />o <br />f <br />PSI CONC. GROUT FROM FT. TO <br />I <br />RECESS FOR FRT. DOOR <br />31/2" SLOPE <br />9 <br />STEPS AS <br />BEAM W/ (1) #5 REBAR VERT <br />in TOP OF CONC./ PAVER TO BE 4" I <br />REQUIRED <br />I ABOVE SLAB TYP @ ALL <br />0'-0" 1 PLACES SHOWN HOOKED FTG. <br />io BELOW FIN. FLR. 2'-0" 4'-0" 2'-0" 6'-0" V-10" 5'-2" <br />r\ <br />PER FIELD <br />CONDITIONS <br />I DOWELS 5" EMBED W/ 25" EXT. <br />CJ ABOVE SLAB "GRADE 40 STEEL" <br />CJ CJ <br />I PROVIDE 1 Y" RECESS 1 <br />I HVAC CHASE I AHU <br />o <br />TYP <br />L <br />S3 <br />FOR SGD. REFER TOBASED <br />I MASON'S SLOPE FOR M� <br />I WIDTH60 <br />ON <br />LOCATIONi <br />"' <br />'n <br />I <br />�. (2) #5 REBAR <br />�3 1/2" <br />I 32'-843' <br />4'-88" VERTICALS w! in <br />FILLED CELL <br />L <br />I I <br />37'-52" 21' 24" <br />5'-4" T-8" T-8" <br />2'-1" -31/2" 1 SLOPE <br />4'-0" <br />: I G <br />; ; OPT. D I: <br />S3 <br />CJ 1 r— — — — — — -� CJ--------­—ACJ I <br />.I............ I— _ _—_—_—_—_—_—_——_—_--.. <br />T-I <br />[7 - <br />y I• CJ I <br />t-4— zo <br />I + EDGE OF SLAB 2" <br />° <br />o <br />(N <br />/F l I CHASE TO <br />............. II I I ISLAND <br />■ KITCHEN ISLAND-L-� <br />2'-6"x2'-6"x1'-0" LOW WALLS I I <br />as I <br />BEYOND WALL <br />a ! II J <br />I S3 <br />�1 <br />:: <br />I fN <br />.1 <br />I•: i <br />o <br />r <br />_D.W <br />W/3-#5E.W. CJ �.��-------- b <br />G SINK w/ D181 <br />1 l K <br />io <br />I S3 2'-6" N <br />al{ S3 I <br />l <br />o <br />0 <br />i • 23'-11" 2'-10" a <br />I• <br />• " <br />all <br />(2) #5 REBAR <br />c� <br />I CJ CJ CJ <br />VERTICALS w/ in <br />FILLED CELL <br />a i F <br />N <br />I; <br />---.------ —------ :: <br />I _ 11 0 -0 <br />L —� <br />0 <br />Y <br />............ <br />•I I <br />o <br />Cl) <br />/// { � oo <br />13'-54„ T-2„ ) a <br />• ■ <br />• , , <br />ici <br />CJ CJ j CJ <br />.. <br />CJ I <br />:: <br />3-1/2" MIN 2500 PSI CONC 0'-0" I <br />SLAB OVER 6 MIL VISQUEEN <br />VAPOR BARRIER <br />PSI CONC. SLAB FOR 1 : <br />(3000 <br />i <br />L------ —_ -- ---- --- — <br />HERNANDO COUNTY ONLY) I ; <br />— ------------------ <br />■ . . .: • .. .. • • .: (.�. .: • • .: - <br />..:. . .. . . . . • • r .:.. ■. • • • . :. . . . . • . • . . :. . . . • . . . . . . . . . .: . . . . . . . . . . . . . . ■ <br />H.B�II <br />T-O" L <br />7' <br />5'-2" <br />6-0" I. 3'-0" <br />5'-10" <br />FOUNDATION PLAN MONO - ELEV-Al <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 <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 />'—� <br />t l l <br />I <br />z <br />J <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />•;r #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 />. �: ,. r•r•. r•r f, •rr,. r••�: ,. ••r�: <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />DYP <br />!. AViv <br />"•c <br />SEcj <br />L b <br />OSSt0 <br />\\ <br />To the best of the Engineers knowledge, informafion and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 6th Edition. 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