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5 <br />M <br />(2) #5 REBAR <br />VERTICALS w/ in <br />i� FILLED CELL <br />TYP @ 1 ST <br />U.N.O. / A <br />1'-6" t. 5'- <br />11 <br />TYP @ 1 STORY <br />U.N.O. <br />i:) <br />o <br />55'- <br />;- iQ <br />VERIF METER <br />LOCK ION WITH <br />BUILDER <br />15'-0" <br />T-1 <br />t H.B. <br />8'-6" <br />---------�- --- = t¢\----!¢• 1�---------�: —'c-�o VERIFY LOCATION +---7in <br />, O�12'-1" /ELECTRICAL PANELVERTICALS w <br />4�_0.� �W.H.� <br />BUILDER TO PROVIDE FILLED CELL <br />APPLIANCE <br />2'-6" WHEN REQUIRED PET ON <br />I ' FBC I <br />35;-4" 20'-6" <br />I IN <br />S3 <br />2'-74" 4'-9" 4'-10" I <br />... :: EDGE OF SLAB 2" <br />■ ( — CJ :. <br />GJ' I : BEYOND WALL —Ci I <br />5'-3" 1'-10" 3' <br />I I I 1 94.81' <br />I OPT. W I I )PT. D( 94.98' <br />—G I r 1 I L_�J II 1• I 2'-6"x2'-6"SLOPE <br />X1'-0" FTG L - - - - L, - -- <br />W/ (3) #5 E.W. 53 _ _ _ _ _ - = 3'-5" TV <br />I � I (2) #5 REBAR 2'-6" x 2-6" x 1'-0" <br />N I : AHU I I CC VERTICALS w/ in I W/ (3) #5'S E.W.. <br />FILLED CELL <br />K I <br />•• / ( S3 S3 <br />/ <br />CJ CJ --I <br />80 <br />...... ..... ....... <br />■ T <br />m 2'-6"x2'-6"X1'-0" FTG _ <br />W/ (3) #5 E.W. I '� <br />3-1/2" MIN 3000 PSI CONC.Cl) <br />�/ , 94.94' L <br />INDICATES FILLED CELL w/ 3000 PSI I SLAB FOR HERNANDO / / PROVIDE %2' x 9 %Z' L `� SLOPE I S3 <br />(2) #5 REBAR CONC. GROUT FROM FT. TO BEAM COUNTY ONLY / i / RECESS FOR FRT. DOOR tt <br />VERTICALS w/ in W/ (1) #5 REBAR VERT ABOVE SLAB 3-1/2" MIN 2500 PSk�NC <br />FILLED CELL I TYP @ ALL PLACES SHOWN SLAB OVER 6 Wl ,VISQUEEN C��9517' <br />TOP LO COIN. PAVER TO BE 4'-0" 4' 4" 4'-6" <br />HOOKED FTG. DOWELS 5" EMBED I VAPOR BA13R1 2 I ::::::; : 4"BELOW FIN. FLR: • .... • ...... 0m, <br />_ <br />:■ ■ <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 1 ' " ' ■ <br />STEEL" // 1__ ------ ---- <br />4'-0" 16'-10" 12'-10 <br />STEPS AS <br />'v REQUIRED / <br />KITCHEN ISLAND III o-4 <br />PER FIELD I / / LOW WALLS III OPT. <br />CONDITIONS ■ - _ _ C / /r_ ----- - - - ---� - CJII REF. I:� _--I-�J- - - -ici.; - - CJ-I - - - _ I ■ <br />JT <br />PROVIDE 1 Y2" RECESS - - - - - -� - - - - - ---J I 1 <br />ior <br />/ i / IF - - r = _ _.� I CHASE TO ISL��1D : ; II o TYP @ 1 <br />L FOR SGD. REFER TO ; / I I ill �r III I ; I I STORY U.N.O. <br />S3 I MASON'S SLOPE FOR I D.W. I III 0 II r) III I I ; � \ } I N <br />i� oo I WIDTH LL--_-ALL=JI--JJ-- I I r IIIj oo A <br />%n �n M / i / I � SINK / DISP • • ; ; i I '� <br />94.94' I S3 16' 0° 2'-94" 6'-10" I ; CIL' <br />k1fit _ <br />HVAC CHASE <br />BASED ON 1���1`,q I <br />ih o AC PAD -0„ / LOCATION' I / r <br />/ 7_` <br />H.B+ I I I U.N.O. 1 STORY A <br />T-0" <br />5. <br />5'-4" L 1' <br />ion <br />5'-0" <br />5'-1 <br />T-10" I. -0" <br />)11 <br />IN <br />3-10" �, 2'-1064' L 5'-11�" <br />5'-0" <br />5'-4" <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 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 />w� <br />w <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V0" <br />-#5 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 />