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T-1 <br />H.B.' <br />I <br />6'-0" I. 2'-9" 1, 5'-2" <br />5'-1" <br />6'-4" <br />:lf .9 <br />TYP <br />L <br />S3 <br />V-4" <br />2-6" x 2'-6" x 1'-01, <br />W/ (3) #5'S E.W. <br />16-0" <br />■.................... ............................ <br />-----— — — <br />..... :l.... ....................■ _ _ <br />--------�-- <br />r IN—DICATES— FILLED— CELL— w/ 3000— <br />" , <br />PROVIDE 3'2 x 9 /2' �. <br />9 <br />- <br />iv <br />I PSI CONC. GROUT FROM FT. TO <br />SEAM W/ (1) #5 REBAR VERT <br />RECESS FOR FRT. DOOR <br />SLOPE <br />TOP OF CONC./ PAVER TO BE 4" 3 1 /2" I <br />- <br />io <br />STEPS AS <br />REQUIRED <br />I ABOVE SLAB TYP @ ALL <br />o <br />io BELOW FIN. FLR. '-0" 3'-8" 2'-4" � 6'-0" 1'-10" 5'-2" <br />PER FIELD <br />0' 0' I PLACES SHOWN HOOKED FTG. <br />I DOWELS 5" EMBED W/ 25" EXT.CONDITIONS <br />■' CJ ABOVE SLAB "GRADE 40 STEEL" <br />__Cj <br />I r <br />I _ <br />CJ <br />�- TYP <br />I I <br />HVAC CHASE I AHU I ��7in <br />00 <br />`' <br />I <br />M�aBASED <br />1 y" RECESS � <br />FOR SGD. REFER TO <br />MASON'S SLOPE FOR <br />M� <br />�'VERTICALS <br />�' <br />ONPROVIDE <br />LOCATION i 1 W FI / (2) #5 REBAR <br />w/ <br />(' • <br />� <br />to <br />I <br />.. • • , . <br />I i' FILLED CELL <br />3 1/2' <br />WIDTH <br />I 32'-8411 <br />3T-52' I 21'-24' I <br />T <br />64" T-8" 71_8" I I <br />2'-Oj ".. -3 1/2" SLOP` I <br />4'-0" <br />I G <br />:: T. D I I I <br />S3 <br />c <br />_ L_ _ - - - <br />■: I J LL W ��f --11 I CHASE TO <br />_ O� II III �� 11 I ISLAND <br />2'-6"x2'-6"x1'-0" ( I I 1 III II III I <br />� <br />��'; iEDGE OF SLAB 2" S3 <br />I I • _ - _ _ _ _BEYOND WALL <br />f 1ijL�1:rrK <br />o <br />1 <br />KITCHEN ISLAND LL _D_WULL _1L JJ - N <br />I W/ 345 E.W. G CJ ; :I�pW LLS SINKwI DISP - <br />I <br />LT <br />a I ' <br />I' ' 1I <br />- <br />co <br />S3 I iv <br />/ 83 <br />II �� <br />0 <br />o <br />23'-11" 2'-10" 4'-1a <br />a it_ I: <br />(2) #5 REBAR <br />VERTICALS w/ in <br />S3rj <br />I �IJ K FILLED CELL <br />f S3 <br />GJ <br />I <br />'......... <br />00 <br />T--i............ �: %�`� .......... T <br />.................. <br />............. • .........:.. -. . <br />T <br />------- -- — ------ <br />N.... <br />I 11 r=_____= -I 0'-01, <br />L_ <br />0 <br />L----- ==_J..... <br />......... <br />......... <br />6P <br />........... <br />I I ;■ <br />13'-54T-21, _ 7 I <br />�% CJ CJ j _ CJ <br />::::: I <br />: ici GJ <br />....- - - <br />:.:...... I- :.....:. - - <br />;1 <br />- - - <br />j 1ch I <br />i <br />I <br />_ <br />\j <br />3-1/2" MIN 2500 PSI CONC (� 0'-0" <br />SLAB OVER 6 MIL VISQUEEN _ <br />: ■ <br />i I <br />VAPOR BARRIER I <br />PSI CONC. SLAB FOR ; <br />; ; ; ; ; ; ; ; ; ; ; <br />(3000 <br />h` <br />I i 1 Cl) <br />LcIN <br />------.__I_— _----�-----�-!}.1 N—.---I-- <br />HERNANDO COUNTY ONLY) ( ; <br />— —_.�—------__. -I--- --- --- <br />■.................. .. : ...............: .... : .......: <br />_:.._......_ �_ ........:...............................■ <br />:...... <br />r <br />VERIFY METER <br />LOCATION WITH <br />BUILDER <br />0" T-10" 4'-0" T-10" 4'-8" 4'-8" <br />11 <br />H.B. <br />jil <br />FOUNDATION PLAN - ELEV-Al <br />SCALE: %4'=1 `-0" <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 <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 />wz <br />w <br />a <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />a♦r ',�� r ar Sk <br />♦ r�r o •e,�,� • < ar, ar♦�, e�r <br />v � ® • Fi <br />:'.'e. e•e': �. e•rr: .ce: o. e•er s. e•e <br />45 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 />M, <br />Z9 <br />C� <br />c <br />•cC <br />d ` �U <br />C3 <br />cC <br />M C-,, <br />d •o m � <br />� a•c <br />N Co ® <br />® •ems.. <br />iJ "CC <br />p co <br />= co <br />M <br />0 <br />CV <br />LO <br />0 <br />O� <br />r <br />yk�U <br />n`` � <br />_ 1`"• . ,use <br />f <br />i3 <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 <br />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 />Engineers signature and seal. <br />W <br />a <br />E N <br />8N�' <br />0 <br />N LL J <br />fq <br />0 -NM r` ° LL w <br />d d <br />Q <br />/n <br />' <br />0 <br />LL U) (j <br />J Z <br />C <br />i <br />L m O <br />W <br />0 <br />J m <br />W <br />o2')rn ¢ <br />� <br />o w <br />Z <br />ILLNM6 <br />o <br />LO <br />CO Z U <br />H <br />N 0) <br />Z <br />OU ❑❑❑ <br />W <br />QD M � <br />O <br />z o� <br />Q � <br />N <br />N <br />M <br />z <br />o o <br />w <br />— � <br />0 <br />S <br />) <br />N <br />2,V <br />' <br />Y <br />Z,map <br />U <br />L_l� <br />8 <br />U o � <br />0-, U)®� <br />• <br />Q N <br />I® <br />a <br />w <br />m <br />J <br />z <br />rn <br />z <br />a <br />z p <br />ll <br />zo <br />o� <br />z <br />Zo <br />z® <br />oa <br />rt6 ra <br />� o <br />00 <br />o <br />�¢ <br />o< <br />io <br />ww <br />C', � <br />c <br /><o <br />10 <br />0� <br />m J <br />N m <br />Q W <br />� <br />¢`� <br />g z <br />Zo <br />C/3 <br />n� <br />m <br />?p <br />Fr <br />� <br />aLL <br />Y <br />�I=� <br />J <br />O <br />M <br />wF <br />� <br />d 0 <br />C O <br />0 <br />1 <br />` <br />> (.0 <br />X <br />'' ^^ <br />! L <br />N <br />rn <br />CM <br />CD <br />Cr <br />- <br />r <br />LO <br />Cl) <br />,'� <br />O <br />- N <br />co <br />N <br />CF) <br />LL <br />CV in <br />47 <br />Ln <br />ra <br />ILO <br />T <br />E <br />c M <br />M <br />O <br />Z <br />cu <br />Z <br />�; <br />m <br />m <br />E <br />c <br />Q_ <br />U _j <br />Q p <br />JOB <br />NO: <br />23-03656 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />