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C <br />C <br />T-1$" 5'-28" 6'-0" 2'-9" 5'-2" 5'-1" 64" 5'-0" <br />40 3'-O" TYP <br />A L <br />S3 H.B. + S3 <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />1 <br />r INDICATES FILLED CELL w/ 3000 <br />PROVIDE %2" x 9 N <br />PSI CONC. GROUT FROM FT. TO <br />BEAM W/ #5 REBAR VERT <br />RECESS FOR FRT. DOOR <br />`t 31/2" SLOPE <br />9 <br />;n <br />STEPS AS <br />(1) <br />I ABOVE SLAB TYP @ALL <br />� TOP OF CONC./ PAVER TO BE 4" —� I <br />BELOW FIN. FLR. `r <br />in <br />REQUIRED <br />PER FIELD <br />( 0'-0" PLACES SHOWN HOOKED FTG. <br />2'_0" 4'-0" 2'-0" 6'-0" 1'-10" 5'-2" <br />I <br />I <br />CONDITIONS <br />DOWELS 5" EMBED W/ 25" EXT. <br />CJ ABOVE SLAB "GRADE 40 STEEL" <br />CJ CJ r ; ■ ■ ■ ■ <br />°° ■ ■ <br />- <br />TYP <br />PROVIDE 1 Y2" RECESS I <br />FOR SGD. REFER TO <br />— — — - <br />I HVACCHASEI •: AHU I;;----------'�'---- —'I <br />i� <br />iio <br />o <br />L <br />S3 <br />I MASON'S SLOPE FOR <br />I WIDTH <br />BASED ON <br />LOCATION / W.H. <br />; : / I. <br />"' <br />"' <br />I <br />I <br />�� (2) #5 REBAR —A <br />i �3 1/2" <br />32-84° <br />' ` 4'_8$" VERTICALS w/ in <br />L_ <br />FILLED CELL <br />I <br />1 s <br />37'-52 21'-24' <br />5'-4" T-8" I T-8" I <br />2-- 7- -31/2" I SLR I <br />4'-0" <br />I G <br />OPIT <br />to <br />' <br />S3 <br />I � <br />: CJ I CJ C I— — — — — — J <br />t --I—_ _---- _—__ <br />:. L...........I — — — — — _ — — =M�� <br />— — — — — — — — <br />. <br />CJ <br />,- I <br />ryy� �� — — — — — — — 9 <br />I } y EDGE OF SLAB 2" ( r- <br />o <br />o <br />, <br />N <br />■ F _ _ _ <br />I CHASE TO <br />—I KITCHEN ISLAN <br />2-6"x2'-6"x1'-O:: LOW WALLS I ( I o p i ISLAND <br />BEYOND WALL J <br />I <br />) ! •11I <br />- <br />-DIM 2 <br />W/3-#5E.W.CJ ,-------- j b <br />11 <br />I N <br />I O S3 <br />o <br />r I 2T-11" 2-10" 4, 14„ <br />I (2) #5 REBAR <br />N <br />A <br />I CJ CJ CJ <br />° K VERTICALS w/ in <br />} I S3 FILLED CELL <br />00 <br />aI} <br />'- <br />T <br />..........-:�.. ... ..............60 <br />0 <br />, :. -------._.. _......_. _._._ <br />L_ <br />0 <br />A <br />........ <br />Cl)I <br />m <br />/i / 13'-5q" 7.2" I <br />I I r <br />Ci f Ci <br />Ci +CJ <br />ih <br />/ <br />I <br />3-1/2" MIN 2500 PSI CONC 0'-0" <br />/ <br />• • • • • • • I �b� I <br />SLAB OVER 6 MIL VISQUEEN <br />VAPOR BARRIER I : ■ <br />PSI CONC. SLAB FOR I <br />a <br />(3000 <br />HERNANDO COUNTY ONLY) <br />0 <br />■ . . . . . . . . ... . . . . . . . . .� . « .. .� . . �y . .: . .�.. <br />» ■ . ... » .:.. » ■. • :. .. . :. .. . . ■ <br />I <br />A <br />S3 <br />T-2" _ 5'-2" L 6'-0" 1. 6'-0" 1, T-0" 1. T-10" <br />4'-0" L 3'-10" L 4'-8" L 4'-8" <br />FOUNDATION PLAN MONO — ELEV—Al <br />SCALE: .„.o. <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) <br />BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE <br />AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL <br />NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE <br />REPLACED WITH 3000 P.S.I. FOR THE CONCRETE 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 />—i Z <br />cn a <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />•r��' <br />,:; <br />: <br />#5 CONTINUOUS <br />.�. ' <br />, . ,• <br />"�. <br />REINF. SEE FND. FOR <br />QUANTITY <br />,:', <br />', �; <br />�; <br />#5 X 25" X 25" CORNER <br />' �', ' �' <br />�'• �_'• <br />BAR ONE FOR EA. <br />• • <br />` <br />HORIZ. REBAR, TYP. <br />'•.. <br />• �'. <br />U.N.O. <br />• <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 />.' goYtlN A <br />F 1-o ;r <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 2017 <br />Florida Building Code - <br />Residential 6th Edition. 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