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c <br />C <br />d <br />T- <br />5'-28" <br />MIMI <br />37-8" <br />2'-9" 1. 5'-2" <br />H.B. <br />T-O" TYP <br />L <br />S3 <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />■ ■ <br />■` ■ ■ ■ N <br />r INDICATES FILLED CELL w/ 3000 <br />PROVIDE Y2' x 9 (2) #5'S <br />o <br />T <br />PSI CONC. GROUT FROM FT. TO <br />I <br />RECESS FOR FRT. DOOR d <br />3112" SLOPE <br />9 <br />�, <br />STEPS AS <br />REQUIRED <br />BEAM W/ (1) #5 REBAR VERT <br />ABOVE SLAB TYP @ALL <br />10 TOP OF CONC./ PAVER TO BE 4" I <br />_ io BELOW FIN. FLR. 2'-0" 4'-0" 2'-0" 6r-0" 4'-6" 2'-6" <br />in <br />PER FIELD <br />CONDITIONS <br />0'-0" 1 PLACES SHOWN HOOKED FTG. <br />DOWELS 5" EMBED W/ 25" EXT. <br />CJ ABOVE SLAB "GRADE 40 STEEL" <br />CJ C _..�..—.. F.— . o ■ ■ ■ ■ ■ <br />TYP <br />PROVIDE 1Y2'RECESS 1 <br />FOR SGD. REFER TO - <br />I HVACCHASE I AHU I;; ----------+— --"-----, <br />N <br />b <br />L <br />S3 <br />I MASON'S SLOPE FOR � <br />( WIDTH r <br />BASED ON <br />LOCATION / <br />/ I. ; W.H. <br />I <br />to <br />T <br />I <br />(2) #5 REBAR <br />3 1/2" <br />32=_g4 <br />�' ' 4r_g8 �' ' VERTICALS w/ in <br />FILLED CELL <br />I I <br />37'-52rr 21'-24" <br />64" T-8" I T-8" 1 I <br />2'-1" -31/2" 1 SLOPE7 <br />4'-0" <br />I G <br />; ; OPT. D <br />I ' <br />00 <br />in <br />S3 <br />CJ I r — — — — — —I CJ CJ — <br />_ .L ........... I r { �_ —_—_ <br />j I : C J b I <br />EDGE OF SLAB 2" <br />_ <br />o <br />_—_—_—__ _—_—_—_—___—_— <br />■ —I KITCHEN ISLAND r CHASE TO <br />_ I I I I I ISLAND <br />2'-6"x2'-6"x1'-0" : LOW WALLS 1 I <br />00 1 <br />f :}I BEYOND WALL I J <br />1 1 I S3 <br />; D.W.1 = <br />W/3-#5E.W. —__ �-------- bN <br />CJ L� <br />1 <br />I I K <br />G SINK W1 DISP <br />j <br />S3 <br />I 2'-6" I <br />I <br />1 <br />a t O S3 ( <br />j I <br />o <br />' <br />o <br />= I 23'-11" 2'-10" 4 _14rr <br />I } <br />l f 11$" I: <br />..• <br />(2) #5 REBAR <br />A <br />CJ �cj �Cj <br />° K VERTICALS w/ in <br />I i I' S3 FILLED CELL <br />a I <br />I I; Fj <br />1 <br />t <br />8 N <br />I 0'0 <br />T` .. .. <br />O <br />oo <br />I I 0- <br />N <br />ih <br />13'-54 T-2" J <br />CJ CJ a CJ <br />ici CJLO <br />- <br />ih I <br />I <br />'- <br />° <br />3-1/2" MIN 2500 PSI CONC 0'-0" <br />111 <br />/ I I• gibI <br />SLAB OVER 6 MIL VISQUEEN _ <br />1 VAPOR BARRIER <br />PSI CONC. SLAB FOR ; <br />; ...... .... I <br />(3000 <br />i 1 <br />HERNANDO COUNTY ONLY) I ; <br />0 <br />Ja <br />:dam'. <br />................... .. ..................... .... .. N... <br />Ej- <br />-2" <br />MIMI <br />.r <br />T-4" <br />FOUNDATION PLAN MONO - ELEV-B1 <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 />w <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <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 />�r <br />rrrrreretr�� <br />�4 <br />o <br />_f <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />O N <br />Q <br />C, # <br />p r- 0 C 7 j N LL <br />J �: LZ <br />a <br />Z>� <br />Vi M Wco <br />LU <br />CL aa� <br />0 <br />-0U)a, x o <br />00 <br />W <br />A. m =p <br />mC N <br />0r <br />W <br />co E m o a <br />m <br />z <br />co 0 <br />N Q M z U <br />J <br />OLL <br />= <br />V ❑0❑ <br />W <br />Z N O <br />N <br />Q� <br />— <br />a N <br />M <br />Z a <br />c <br />�N <br />Vi Y <br />L1J O <br />o <br />y <br />U <br />Q <br />0-Q)- V) <br />Vi <br />o <br />� <br />� <br />U 40 <br />w <br />H N E <br />m <br />U a w <br />U) <br />• <br />® 0 <br />.,r 0 <br />4 <br />m <br />o <br />� <br />J <br />w <br />M <br />z F <br />0 <br />Z <br />lJ1 <br />wo <br />oo <br />yN <br />aN <br />QE <br />o <br />E CI <br />t- . <br />Z® <br />W, <br />F— <br />R0 <br />U <br />00 <br />0 <br />° z <br />N <br />L <br />a <br />¢p <br />ado <br />wz <br />tr <br />(a <br />C <br />m� <br />O <br />Zz <br />z <br />N <br />w m <br />2 W <br />rn <br />W <br />o� <br />z <br />o <br />CL <br />OLL <br />a <br />N W <br />W <br /><� <br />�w <br />�_ <br />� <br />O <br />¢< <br />nj <br />O <br />GO <br />oa <br />ax <br />O~ <br />� <br />ZQ <br />U=i <br />0 CN <br />= <br />L <br />�! <br />r <br />> <br />�-•. <br />CD <br />in <br />O N <br />qqt <br />TT <br />L , <br />r <br />CD <br />rn LO <br />E <br />r <br />N <br />o <br />z <br />= <br />E Q <br />B <br />c <br />a <br />E <br />U <br />d <br />Q p <br />C <br />JOB <br />NO : <br />20-3565 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />