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a <br />LO <br />LO <br />0 <br />N <br />a <br />O <br />ti <br />J <br />t2 <br />00 <br />I <br />N <br />00 <br />L0 <br />v <br />cn� <br />0 <br />O <br />N <br />J <br />M <br />I <br />N <br />LO <br />0 <br />L0 <br />LO <br />ID <br />v <br />O <br />Q <br />c <br />•1 <br />H <br />Q <br />O <br />i <br />a <br />E <br />0 <br />Cn <br />0 <br />`v <br />i <br />a <br />0 <br />v <br />0 <br />J <br />c <br />N <br />N <br />0 <br />0 <br />0 <br />a <br />N <br />O <br />\ <br />LO <br />N <br />0 <br />d <br />0 <br />Z <br />W <br />m <br />0 <br />c <br />T-O" <br />6'-4" <br />H.B.t <br />1 <br />42' <br />J <br />TYP @ 2 STOR S6 <br />H <br />5-8" <br />o? <br />AC PAD C PAD <br />Fi <br />T <br />I T <br />M <br />\ <br />HVAC CHASE <br />1\ <br />I <br />I 19 <br />I <br />I <br />I <br />10'-0" <br />I `• <br />\ <br />\ BASED ON <br />b� <br />( <br />I <br />J <br />TYP @ 2 <br />LOCATION <br />GG <br />GG <br />S6 STORY <br />o <br />S3 <br />I <br />2'-6" x 2'-6" x 1'-0' <br />I <br />S3 <br />4100 <br />\ <br />W/ (3) #5's E.W. <br />I <br />I <br />I <br />F_ <br />( C10 <br />I <br />�' <br />: 19 <br />I <br />I <br />I I <br />I <br />W/ (3) #5's E.W. <br />GG <br />I <br />F, <br />I <br />011 <br />Ed <br />;n <br />20'-44' <br />-72' <br />I T-72' I <br />14'-44" <br />r <br />TYP @ 2 STORY <br />INDICATES FILLED CELL w/ 3000 PSIIL <br />\\ I <br />N <br />q <br />`' <br />I CONC. GROUT FROM FT. TO BEAM <br />I <br />:::: <br />:::::::: :: <br />N <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />�� — — <br />J <br />■ <br />S3 <br />OP OF CONC./PAVER TO BE 4" <br />FBELOW <br />TYP @ ALL PLACES SHOWN <br />r, <br />HOOKED FTG. DOWELS 5" EMBED`° <br />FIN. FLR. <br />I <br />c <br />I W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />STEEL „ <br />- <br />KITCHEN ° <br />r <br />SLOPE E <br />It <br />00 <br />PROVIDE %2' x 9 %2' <br />19'-54 <br />ISLAND LOW <br />T-Oa" <br />15'-6" <br />RECESS FOR FRT. DOOR <br />6'-0' -4" 2'-0" <br />■ : I <br />WALLS <br />STEPS AS <br />I <br />r---- ---- <br />— —�'--z====—_ <br />�.-� . <br />�. .. ■ <br />co <br />REQUIRED <br />PER FIELD <br />CONDITIONS <br />— — — — <br />I �� <br />■' PROVIDE 1 Y2" RECESS <br />—III <br />i <br />I <br />.. ... <br />—L <br />I <br />o <br />--- -- _ — <br />F — — — — 7 <br />/F=\— — <br />N <br />■ FOR SGD. REFER TO <br />I Illy �� �II <br />CHASE TO <br />\�W H �/ <br />I <br />- <br />60 <br />MASON'S SLOPE FOR <br />D.W. III I <br />�LI---JLI_JL_JJ <br />ISLAND <br />STUB UP TO K <br />q <br />_ _ <br />WIDTH <br />_ _ _ _ <br />SINK W/ DIP <br />--� <br />(` <br />2ND FLOOR S3 (2) #5 REBAR <br />14. <br />I 13'-11" <br />1 <br />2'-6" 3'-04" <br />i� <br />4'-84 2'-42 <br />2'-6" M2 <br />VERTICALS w/ in <br />FOR A/C <br />e <br />FILLED CELL <br />3-1/2" MIN 3000 PSI CONC. SLAB F <br />I <br />R <br />M HERNANDO COUNTY ONLY <br />� I <br />I <br />I <br />I L1/8":V-O" <br />S3 3-1/2" MIN 2500 PSI CONC SLAB OVER <br />2'-6" x 2'-6" x 1'-0" <br />~ <br />c <br />L_ SLOPE <br />6 MIL VISQUEEN VAPOR BARRIER <br />I <br />W/ (3) #5's E.W. <br />0-1 <br />01 <br />20'44' <br />RANG <br />6-13" <br />21'-6" <br />4'-0" <br />26-6" 8 _ M <br />r <br />I <br />J91 <br />......... ...... <br />... <br />- <br />- <br />00 <br />T-2" N <br />CJ <br />I I <br />-3 1 /2"& co <br />CJ <br />I <br />I Fv <br />SLOPE <br />r`l <br />TYP @ 2 STORY I <br />PLUMBING : ' <br />CO <br />I <br />U.N.O, (SEE JJ/S3 1 <br />FOR STEM OPT.) <br />o <br />(� <br />;i �� STACK <br />I <br />I <br />STACKING <br />I <br />LO <br />GG <br />` CC W/O <br />S3 <br />S3 <br />(V <br />Z_52 I S3 UPLIFT <br />I <br />A. <br />■ (- -I i� <br />d� <br />& 0'-01, <br />I <br />I <br />I I <br />(2) #5 RE BAR <br />VERTICALS w/ in <br />00 <br />FILLED CELL <br />( <br />=� <br />VERIF <br />—FLEE <br />LOCATION <br />—� <br />- <br />— <br />Cott PANEL <br />M <br />"00 <br />.....,.. ..,.......,..,..,.„........... J.-i. <br />.. <br />4' <br />TYP @ 2 STORYJ <br />(SEE JJ/S6 FOR S6 <br />STEM OPT.) <br />3-1O8" 1. 2'-8„ <br />—L__ _j— <br />VERIFY METER <br />LOCATION WITH <br />BUILDER <br />T-4" 6-0" <br />+H.B. <br />2'-0" <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5's E.W. <br />FOUNDATION PLAN - ELEV-Al, <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 MVNIMUM 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 />w <br />l.l.l J <br />U:) d <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <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 = 1 -0 <br />013 <br />C= <br />o 0 <br />n® <br />:_1 uJ <br />Ln <br />= + c> <br />r, a. , c <br />® <br />N C C..)N <br />• -o aac <br />R ® L <br />N : •°C3 CV g <br />Y <br />W <br />V <br />L <br />d d <br />eo <br />� <br />ram. <br />0 <br />To the best of the Engineers knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. 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