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C <br />c <br />d <br />T-185-28" '-041j1 <br />J-"1.TYP <br />2'-6" x 2'-6" x 1'-0" <br />A L W/ (3) #5'S E.W. <br />S3 H.B. I S3 <br />■ ■ <br />■ .. » ■ ■ ■ 04 O <br />r INDICATES FILLED CELL w/ 3000 <br />PROVIDE Y2' x 9" N <br />r <br />PSI CONC. GROUT FROM FT. TO <br />I BEAM W/ #5 REBAR VERT <br />RECESS FOR FRT. DOOR d <br />_3 1 /2" SLOPES <br />co <br />STEPS AS <br />(1) <br />TOP OF CONC./ PAVER TO BE 4" I <br />LO <br />;n <br />REQUIRED <br />I ABOVE SLAB TYP @ ALL <br />1 PLACES SHOWN HOOKED FTG. <br />io BELOW FIN. FLR. d <br />2'-0" 4'-0" 2'-0" 6'-0" 1'-10" 5'-2" <br />I F, <br />PER FIELD <br />CONDITIONS <br />I �0'-0" <br />DOWELS 5" EMBED W/ 25" EXT. <br />CJ ABOVE SLAB "GRADE 40 STEEL" <br />CJ CJ <br />— <br />r —Ty P <br />I PROVIDE 1 Y" RECESS I <br />FOR SGD. REFER TO <br />HVAC CHASE A—, <br />N <br />o <br />L <br />S3 <br />M7 <br />I MASON'S SLOPE FOR <br />WIDTH in <br />({_ <br />BASED ON <br />I• • 2'-6" x 2'-6" x 1'-0" <br />LOCATION j W H W/ (3) #5'S E.W. <br />(2) #5 REBAR <br />�3 1/2" <br />I 32'-84" <br />`�, 4'_88° �' VERTICALS w/ in <br />FILLED CELL <br />I <br />37'-52" 21'-24" <br />5,4„ 3'-8" I 7'-8" I <br />2-- 1/2" SLOP <br />4'-0" <br />I G <br />; ; OPT. D I: <br />U) <br />S3 <br />I CJ I �--------I CJ CJ — <br />LO <br />}• y I - CJ <br />.I............ I - -- -_-_ _-_-_ - - -1 <br />CHASE TO <br />■ KITCHEN ISLAN <br />EDGE OF SLAB 2" <br />!'I : BEYOND WALL J <br />: I ISLAND <br />2'-6"x2'-6"x1-0 I I I I <br />„ LOW WALLS 00 <br />J I t I I S3 <br />W/3-#5E.W. CJ D-W�-------- <br />1 <br />b <br />G SINK w/ DISP <br />( S3 <br />II} <br />c 23'-11" 2'-10" 4,14., <br />• "' <br />JII <br />I (2) #5 REBAR <br />S3 <br />° K VERTICALS w/ in <br />S3 FILLED CELL <br />J I - <br />c� <br />I CJ CJ CJ <br />T - -� - ..........-:.........................:...... T <br />i } I ' 00 <br />1 <br />`III......:.: ----_-----:..-T-..... <br />. ..... ... <br />: I <br />!;� O.-011 <br />-/ I <br />gm 0 <br />■• / / <br />mi <br />0? <br />: ■ <br />COco13._54„7,2„J a <br />G <br />........ <br />■ / ... C., CJ <br />.......... CJ <br />CJ CJ _ <br />11� <br />to <br />'- <br />// <br />3-1/2" MIN 2500 PSI CONC 0'-0" <br />/f/ I )11 <br />SLAB OVER 6 MIL VISQUEEN <br />I VAPOR BARRIER I : ■ <br />.......... <br />(3000 PSI CONC. SLAB FOR <br />It-i <br />j <br />1 <br />HERNANDO COUNTY ONLY) <br />2'-6" x 2'-6" x 1'-0 <br />W/ (3) #5'S E.W. <br />. . . . . . . . . . . . . . . . . ... .. <br />. » . . . . . . . . . . . . . . . . . . . . . . .... . . . . . . . . . . <br />H.B+II <br />3'-0" L <br />7'-2" <br />4'-0" L 3'-10" L 4'-8" L 4'-8" <br />5'-2" <br />FOUNDATION PLAN MONO - ELEV-Al <br />SCALE: Y4"=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 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 I� <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />#5 CONTINUOUS <br />.. • <br />'�_ <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />'�',��• '� ; '• '�'�,� <br />'; .' <br />BAR ONE FOR EA. <br />• <br />HORIZ. REBAR, TYP. <br />; ";•�_ <br />�� <br />U.N.O. <br />•... �.;; •�;; <br />*"Alternate: <br />• <br />The reinf. bars shall be <br />- �. • • �, <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 />, �'Wl"1l;'t 1", <br />� Y <br />C� <br />'�s <br />O�•'..".'E' ems,• �• <br />f.ittE.ta*`.+, <br />To the best of the Engineers 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. 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