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3 <br />v <br />J <br />m <br />00 <br />0 <br />M <br />LO <br />L0 <br />v <br />Cn <br />O <br />LO <br />N <br />0 <br />I <br />N <br />2 <br />m <br />00 <br />O <br />M <br />L0 <br />L <br />v <br />cnCr <br />0 <br />co <br />N <br />0 <br />ro <br />L0 <br />LO <br />v <br />cnCL <br />0 <br />a <br />N <br />N <br />E <br />H <br />rn <br />0 <br />J <br />d <br />c <br />0 <br />U <br />d <br />LZ <br />N <br />0 <br />LO <br />0 <br />0 <br />a. <br />C <br />c <br />V <br />H.B.t <br />J <br />TYP @ 2 STOR S6 <br />co <br />AC PAD AG PAD <br />T <br />T <br />co <br />HVAC CHASE <br />\ <br />BASED ON <br />b <br />I <br />I <br />J TYP @ 2 <br />LOCATION <br />� <br />GG <br />GG <br />S3 <br />S6 STORY <br />o <br />S3 <br />\ <br />2'-6" x 2'-6" x 1'-0' <br />I <br />I <br />I <br />Ln <br />W/ (3) #5's E.W. <br />I <br />I <br />I <br />I CD <br />N <br />I� <br />95.87 I <br />I <br />N <br />\ F- <br />I7 1 <br />I <br />2'-6" x 2'-6" x 1'-0" <br />\ <br />�T� <br />GG I <br />I <br />r <br />I <br />W/ (3) #5's E.W. <br />JAtio <br />— <br />— <br />— — — <br />S3 <br />S6 <br />\ <br />+ EJ \ <br />I <br />4'-8" <br />20'-44' <br />\ �� <br />-72' <br />I 3'-72' I ( <br />14'-44' <br />N <br />TYP @ 2 STORY <br />INDICATES FILLED CELL W/ 3000 PSI <br />I — <br />` I <br />. <br />I <br />I ■ <br />° <br />_ <br />CONC. GROUT FROM FT. TO BEAM <br />W/ #5 REBAR VERT ABOVE SLAB <br />I <br />:::: <br />:::::::: <br />; ■ <br />(1) <br />— — <br />r- <br />TOP OF CONC./ PAVER TO BE 4" <br />TYP @ ALL PLACES SHOWN <br />L <br />HOOKED FTG. DOWELS 5" EMBED <br />�I O <br />�� <br />�I ° <br />BELOW FIN. FLR. <br />I <br />iS/8 P <br />S3 0 <br />oo <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />I KITCHEN 00 <br />r <br />_10 <br />95.5N <br />PROVIDE %Z' x 9 Y2' <br />STEEL" 1 <br />19�-5a <br />ISLAND LOW <br />s <br />71-Oa <br />~ �� <br />15'-6" <br />RECESS FOR FRT. DOOR <br />5'-4" <br />" <br />M. I <br />WALLS <br />G 95.87' <br />•. <br />�\ <br />= r <br />\� <br />I <br />J <br />------ - <br />■ L1co <br />o <br />STEPS AS <br />I <br />r----- ---- <br />--� <br />-- :� <br />--z------ <br />�.� :. <br />. a ............... I.. : ■ -' ■ ■ <br />REQUIRED <br />PER FIELD <br />CONDITIONS <br />I _ <br />PROVIDE 1 YZ' RECESS <br />C - _- - - -- - <br />L - - _ - - - - <br />I —�r III <br />- <br />I- <br />I I <br />r - — — <br />I I CO <br />N <br />— — — — — - L — — — -- — <br />I <br />M <br />- - <br />■ FOR SGD. REFER TO <br />MASON'S SLOPE FOR <br />I I IIr <br />I D.W. IIII r� II III <br />I LI ALL JL=JJ <br />L --- •------ <br />CHASE TO <br />ISLAND <br />�tW.H./ <br />I <br />STUB UP TO K <br />b <br />AV <br />—I <br />_ <br />I-� 95.54' <br />WIDTH <br />--J <br />I <br />2ND FLOOR S3 (2) #5 REBAR <br />SINK W/DIP <br />I 13'-11" <br />2'-6" 3'-04" <br />4'-84' L 2-42 <br />1, 12'-61,M2 <br />FOR A/C VERTICALS w/ in I <br />o <br />N <br />L <br />I FILLED CELL <br />3-1/2" MIN 3000 PSI CONC. SLAB F <br />I <br />R <br />— <br />S3 <br />M HERNANDO COUNTY ONLY <br />W I <br />I <br />I <br />S3 3-1/2 MIN 2500 PSI CONC SLAB OVER <br />2'-6" x 2'-6" x 1'-0" <br />L SLOPE <br />6 MIL VISQUEEN VAPOR BARRIER <br />I <br />W/ (3) #5's E.W. <br />TOO` <br />20'-4y' <br />RANGE <br />6'-14 <br />21'-6" <br />4'-0" <br />26-6" <br />� <br />f <br />o <br />Ci <br />7 -2 <br />I <br />I <br />N <br />SLOPES <br />: <br />TYP @ 2 STORY <br />PLUMBING ' ' ' <br />r <br />I <br />I PLUMBING <br />U.N.O. (SEE JJ/S3 <br />FOR STEM OPT.) <br />STACK <br />I <br />I <br />STACK <br />I <br />GGri <br />CC W/O <br />S <br />I <br />S3 <br />II <br />C <br />�'-25 <br />S3 UPLIFT <br />95 87 <br />I <br />(2) #5 REBAR I <br />VERTICALS w/ in <br />-j co <br />I <br />I <br />I <br />I <br />FILLED CEL10 <br />-_-- -� N <br />I <br />I <br />� I <br />I <br />I <br />...tom • <br />V'ErR II F <br />L�O�CLApThO� ANT L <br />-LL <br />MTV <br />TYP @ 2 STORYJ VERIFY METER + <br />(SEE JJ/S6 FOR S6 LOCATION WITH <br />STEM OPT.) BUILDER <br />15'-0" <br />6'-4" 6'-O" 3'-8" 3'-10" 3'-108" 2' 8" 3' 4" 6' 0" 6' 0" 638 r <br />FOUNDATION PLAN - ELEV-B1 <br />SCALE: %4"=V-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 R.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 />w = <br />X— w <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />CONTINUOUS <br />:INF. SEE FND. FOR <br />JANTITY <br />X 25" X 25" CORNER <br />R ONE FOR EA. <br />IRIZ. REBAR, TYP. <br />J.O. <br />ternate: <br />reinf. bars shall be <br />t. around corner by cold <br />ding the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />MAY 17 2023 <br />VRA <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />M <br />C'V <br />O <br />CV <br />'Jr: <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 <br />signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />Q <br />b E <br />O N N 4 <br />N m <br />o c <br />C <br />oo w LL JL <br />(n N O d a <br />co v <br />Q <br />0Z <br />0 <br />o LL ii 3 a u) z <br />0 <br />Z <br />vo <br />L ' O 00 <br />o <br />W <br />y a <br />cu <br />o <br />K <br />T. <br />LLN <br />6¢ w <br />co <br />Lr) Z U co) <br />z <br />cM F <br />o< <br />Z <br />❑❑❑ <br />W <br />M � <br />z <br />0 S <br />2! <br />z o <br />V) <br />M <br />U <br />� <br />' l <br />0 <br />w � <br />O—� <br />w oUft <br />U 6 <br />w � <br />_ <br />F- J E <br />Q <br />V i <br />U o N <br />o <br />u' <br />¢ N OJ <br />Y® <br />o <br />w <br />M <br />M <br />m < <br />y <br />zZZ <br />G <br />`c <br />J <br />LL <br />E <br />zo <br />�� <br />>� <br />Zz <br />n_ p <br />s� <br />® <br />Fco r0 <br />CL <br />d E <br />2U =0 <br />o <br />0 o <br />U <br />o< <br />co <br /><� <br /><o <br />wz <br />m <br />o° <br />� <br />H <br />ZF <br />Z <br />m <br />W �z <br />om <br />a <br />o <br />N <br />Z <br />m <br />Io <br />w <br />jo< <br />v <br />zlF <br />a <br />3 <br />.2 O <br />J <br />> <br />Lid <br />L <br />m <br />a <br />NZ <br />F— <br />r- <br />O <br />CT <br />O <br />U <br />M_ <br />C0 <br />m <br />L J <br />IT— <br />U) <br />Q <br />, <br />O <br />to M <br />— <br />o <br />0 <br />N <br />L0 <br />00 <br />-0 <br />LO LO <br />L0 <br />00 <br />0 <br />� <br />r <br />(0 in <br />M <br />o <br />z <br />O <br />(n <br />cc <br />c <br />a <br />0 <br />U <br />Q p@ <br />JOB <br />NO: <br />23-02469 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />