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3 <br />m <br />LO <br />41 <br />N <br />0 <br />00 <br />M <br />0 <br />0 <br />J <br />0 <br />I <br />N <br />Cr <br />rn <br />L0 <br />i <br />0 <br />r <br />0 <br />.a <br />0 <br />CD <br />0 <br />0 <br />J <br />Lo <br />d- <br />O <br />I <br />Lo <br />0 <br />a <br />C <br />N <br />i <br />rn <br />c <br />3 <br />H <br />Q <br />N <br />N <br />d <br />E <br />1.2 <br />E <br />0 <br />S <br />L <br />G <br />J <br />6J <br />T7 <br />E <br />vl <br />y <br />U <br />N <br />'o <br />U <br />CL <br />d <br />515 <br />I <br />Y <br />O <br />J <br />CD <br />LZ <br />N <br />N <br />M <br />C <br />N <br />ui <br />O <br />O <br />d. <br />N <br />N <br />O <br />N <br />N <br />N <br />v <br />0 <br />Q <br />m <br />r) <br />cn <br />7-1 <br />2'HB <br />H.B+ <br />I <br />5' <br />37'-8" <br />59'-4" <br />58'-8" <br />-1" <br />-4" <br />M <br />TYP <br />L 2'-6" x 2'-6" x 1'-0" <br />S3 W/ (3) #5'S E.W. <br />■.................. .... . ................ <br />........ ......... ....................■ <br />r INDICATES FILLED CELL w/ 3000 <br />PROVIDE /" x 9 Y2" d (2) #5'S <br />I <br />q <br />PSI CONC. GROUT FROM FT. TO <br />I REBAR VERT <br />RECESS FOR FRT. DOOR c ) <br />S <br />to <br />ih <br />STEPS AS <br />BEAM W/(1)#5 <br />; <br />in TOP OF CONC./ PAVER TO BE4" �-31/2" <br />in <br />Zo <br />REQUIRED <br />I ABOVE SLAB TYP @ ALL <br />0'-0" PLACES SHOWN HOOKED FTG. <br />Zo BELOW FIN. FLR. <br />1 1 2'-0" 4'-0" 2'-0" 6'-0" 4'-6" 2'-6" <br />PER FIELD <br />CONDITIONS <br />I DOWELS 5" EMBED W/ 25" EXT. <br />" <br />CJ ABOVE SLAB "GRADE 40 STEEL177 <br />I = <br />CJ CJ <br />PROVIDE 1 �" RECESS <br />I I <br />FOR SGD. REFER TO <br />— — — — - <br />HVACCHASEI AHU I:: ---- +—-------, <br />N <br />- <br />—Ty P <br />L <br />I M� <br />I MASON'S SLOPE FOR <br />WIDTH r <br />BASED ON I 1 <br />/ <br />LOCATION / / \\W.H.// I <br />/ <br />10 <br />10 <br />I <br />i / {_ . • (2) #5 REBAR <br />�3 1/2" <br />I 32'-84" <br />`� 4'-8$" VERTICALS w/ in <br />FILLED CELL <br />L_ <br />I I <br />— — <br />37'-52° 21'-24" <br />5-4- 3'-8" 7'-8" 1 <br />2'-0� :' . -3 1/2" SLOPE <br />4'-0" <br />I G <br />: ; OPT. D 11 -1� I <br />o <br /><° <br />S3 <br />I CJ I--- — — — — — —I CJ------------ CJ <br />Lo <br />:: I II I I II' <br />t----j_t I' jCJ I <br />o <br />, , , , , • , , , • , r _ _ <br />EDGE OF SLAB 2" <br />■' J KITCHE ISLAN 1 r err �� �� I CHASE TO`' <br />II I11 > I) I ISLAND <br />J BEYOND WALL J <br />! II L_---_—�I <br />1 <br />2'-6"x2'-6"x1'-0" : •) LOW W LLS I IIII II ` III <br />W/ 3-#5 E.W. CJ 'L- — � �� _D.W_�Ll_ JL_JJ - - bN <br />G SINK w/ DISP ,- <br />I <br />I.. _ S3 <br />-----�—� <br />I <br />I Ir K <br />co <br />S3 i'v <br />a' I I / S3 <br />I <br />0 <br />o <br />23 11 2'-10" 4'-1a <br />-- <br />IL I. <br />IU I; <br />■. <br />(2) #5 REBAR <br />7iin'--' <br />iv <br />_ <br />I CJ CJ � CJ <br />VERTICALS w/ <br />FILLED CELL <br />a 1 I I; <br />60 <br />—fit=, F <br />1 <br />. . . . . . . . . . . . . . . . . . . <br />�O.On <br />p <br />ih <br />/ i co <br />co <br />I ///// I III `��1�a � <br />I •■ <br />13'-54" 7.-2" _ �, <br />' / // CJ CJ <br />■' <br />.... . <br />: CJ CJ <br />........ .............. .... — — aa <br />1 <br />I li Cy <br />\) <br />3-1/2" MIN 2500 PSI CONIC 0'-0" <br />SLAB OVER 6 MIL VISQUEEN <br />. ■ <br />/ I a �b� <br />VAPOR BARRIER I <br />PSI CONC. SLAB FOR ; <br />:::::: ; :::: i <br />(3000 <br />I <br />L-------�------__—-%_I—N _---I-- <br />HERNANDO COUNTY ONLY) I <br />---------.----------__--- J <br />■. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... . . . . . . . . . . .: .. .:.. <br />..■. .. . . . . . .. •■. ..■. :. :. . . . . . . . . . . . . . . . .. . . . . . . ■ <br />7-2" <br />5'-2" <br />VERIFY METER <br />LOCATION WITH <br />BUILDER <br />+ H.B. <br />FOUNDATION PLAN MONO - ELEV-Bl. <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE <br />7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE <br />STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. <br />THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED <br />2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE <br />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 />Vt.l..l z <br />7� W <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />#5 CONTINUOUS <br />' <br />; : , •' <br />'°_ <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />- <br />HORIZ. REBAR, TYP. <br />r <br />U.N.O. <br />r <br />; r' <br />♦_ <br />"*Alternate: <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 />' 0 <br />® � i <br />CT <br />.' <br />t <br />1, <br />° <br />-c-C 0 0 <br />0, W <br />N <br />N <br />0 <br />LV <br />14 <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 2020 Florida Building Code - <br />Residential 7th 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 />n <br />W E c0 <br />QM 8 <br />O N <br />�C � J LI' <br />n a�LL <br />H n a J uj d <br />Q 67 N V 2Sz ILL a. Y <br />C J W C7 (n <br />`n J LL �- 5 d � <br />Vz_ <br />° <br />v <br />W =@ N (p m 0 J <br />~ r <br />Z N mZ �U) p <br />La <br />IL LL <br />Z OU UcVi� <br />W ❑❑❑ <br />Z m co <br />Z � <br />Q <br />J <br />d N <br />N <br />U <br />v'1 z <br />(D <br />0 <br />(L)1l LL <br />T fn <br />LU <br />0 ,,, a <br />N Ly N <br />^ <br />wrd <br />) <br />U � <br />F— J E <br />L <br />L Qj <br />U o N <br />c (D <br />• <br />® ® <br />N <br />ti <br />O <br />O <br />J <br />w <br />C13 <br />J <br />ti <br />zo <br />z <br />z <br />G <br />� <br />rJ_ <br />Q E <br />Z O <br />oo <br />Wz <br />Y <br />zo <br />Za <br />O <br />O <br />X <br />pa <br />ap <br />�0 <br />o U <br />o <br />az <br />N <br />L <br /><o <br />¢ <br />Ww <br />(Q <br />C,O <br />o <br />z <br />m 0 <br />O <br />Z , <br />J <br />m <br />Q W <br />z <br />F <br />z o <br />U <br />Q(n <br />��a <br />�nw <br />oLL <br />Jz <br />=3 <br />�F <br />Mj <br />o <br />w� <br />>O <br />Is <br />rl <br />za <br />o3 <br />0 <br />CD <br />> co <br />L /rA' <br />01 <br />CIO <br />00 <br />�CD <br />M <br />O <br />M <br />0 <br />CD <br />Y <br />Y <br />co <br />W <br />U m <br /><1 <br />CN <br />N <br />0 <br />N <br />CD <br />M <br />� <br />l.C) <br />Q <br />r <br />N <br />r <br />E <br />C (� <br />0 <br />6 <br />Z <br />(6 <br />Z <br />to <br />E O <br />C <br />a <br />U J Q <br />J <br />JOB <br />NO: 22-02400 <br />SCALE : AS NOTED <br />SHEET NO. <br />6 <br />