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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 z <br />w <br />CO <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-0" <br />.• •� "�:; '--#5 CONTINUOUS <br />.,� '%�, . _,•,C ',- <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />.-. •; ; -. ;; ;.-• • • �'} '.- <br />BAR ONE FOR EA. <br />�' ; t <br />HORIZ. REBAR, TYP. <br />U. N.O. <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 <br />DETAIL <br />SCALE: 3/4" = l'-O" <br />25'-0" <br />10'-0" 15'-0" <br />1'-411 7411 114 <br />" <br />2'-O" x 2'-O" x V-0" 10 <br />W/ (3) #5's E.W. W/ '0" <br />(3) #5 sE.W <br />c <br />I I <br />I - <br />11'-8" 6'110" 1 6-211 5'_2" 5'-2" <br />0? I O I <br />TYP. @ J AC PAD <br />2 STORY S6 <br />I I U.N.O. <br />------ M --------------T-----I <br />PROVIDE 1-1/2" RECESS 1 S3 1 <br />FOR SGD DOOR. REFER - 97.47 <br />9 1 INDICATES FILLED C LL /3 00 PSI // 1 <br />TO MASON'S SCOPE <br />FOR WIDTH // 1 ■ <br />1 CONC. GROUT FROM FTR TO BEAM <br />w/ 1#5 REBAR VERT. BO E SLAB, <br />1 TYPICAL @ ALL PLAC Es H WN <br />HOOKED FTG. DOWE S 1 3" / j / HVAC CHASE <br />i EMBEDMENT W/ 25" E T. ABOVE SLAB /j BASED ON <br />"GRADE 40 STEEL" // LOCATION ■ <br />1 <br />4'-2" 2'-6" b 6'-4" <br />r-------- <br />F 7 <br />�U I I / 1 1 I■ <br />TYP. @ I // I <br />2 STORY // <br />U.N.O. J 9 4 ELEV. O I 1 ■ <br />/FIN CONC. SLAB <br />I <br />2' 11" ��.g° PLUMBING ( I ( 3-1/2" MIN. 3000 PSI <br />FALT � I / STACK iv s` I I CONC. SLAB FOR <br />(( AC PAD — N 1 1 HERNANDO COUNTY I ■ <br />o ■ _ J U ONLY 3-1/2" MIN. 2500 <br />_ t_ _ — _ J PSI CONC. SLAB OVER <br />STUB UP TO I 6 MIL VISQUEEN 1 <br />co 2ND FLOOR I C J VAPOR BARRIER <br />FOR A/C — — — — -�-- <br />O I vJ <br />LL N <br />Q ' <br />W <br />v <br />co <br />d <br />to <br />0 <br />r <br />■ I <br />2'-13" x 2'-6" x <br />CD <br />STUB UP TO V-0" W/ (3) <br />FOR A/C FLOOR I #5's E.W. <br />■ <br />■ <br />6'-1Off <br />LU <br />H.W o C K LU Z z iY, 97.18' <br />O LL 1 S3 S3 <br />U'-8" BUILD <br />j O m l Z w PROVIDE <br />_O Q APPLIANCE <br />< CL PROTECTION TOP OF CONC] - <br />U Q WHEN REQUIRED PAVER TO BE4" <br />■ I � V/y PER FBC I BELOW FIN. FLR. <br />A- <br />I <br />IOW <br />>w <br />I <br />O I <br />2'-6" x 2'-6" x V-0" <br />W/ (3) #5's E.W. <br />— C.J. — — — <br />A 1 (2) #1 VERTICALS <br />S3 12' 2'-6" x 1'-0" W/IN ILLED CELL <br />#5's E.W.B <br />— _. — — — — — _ � — — — — — — — — - <br />—2'-0" x 2'-0" x 1'-0" <br />W/ (3) #5's E.W. <br />T-6" 16-8" <br />16'-0" <br />25'-0" <br />■ <br />1'-10" 1 5'41 <br />J <br />■ <br />0 <br />�t <br />0 <br />-1 <br />co <br />J <br />S - <br />TYP. cr <br />2 STORY <br />U.N.O. <br />CO <br />CV <br />co <br />9 <br />0 <br />M <br />0 <br />LO <br />PROVIDE 1/2" x 911' <br />RECESS FOR FRT. DOOR <br />P/ESL <br />2'-0 x 2'-0" x V-0" <br />W/ (3) #5's E.W. <br />C7 � <br />z0 <br />OU) <br />O N <br />LL <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 />JUL 0,,3 2023 <br />Virtual Review Assist, Inc. Plans Review completed and approved <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />FOUNDATION PLAN-B <br />SCALE: %4'=1'-0" <br />xbEYr7%f tt rY <br />�,� •' ash •Cj,.> r� �i <br />� <br />or <br />49. <br />F . <br />C°F�ESS'O <br />��� <br />� <br />k���i`� <br />To the best of the Engineer's knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. 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