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N <br />c <br />H.B' <br />A TYP @ 1 STORY <br />S3 U.N.O. <br />■ ■ ■ ■ <br />:. ............................... <br />■ ■ <br />r__�: _... .... <br />■........... ■ ■ ■ L" <br />................:.:._::....�n..... <br />■ ■ <br />�_ <br />I <br />I? <br />I- --1 -r <br />I <br />21_91, 2-_8„-11$"II I I: `'901-01, <br />I ��� <br />II ll• <br />� III <br />It <br />■ <br />o <br />Il II. <br />tl+ <br />HVAC CHASE \� MM� <br />II IF <br />�'��~J`7. — <br />i1 N <br />�t <br />I <br />- <br />r; <br />BASED ON <br />I <br />�Ji/ t + <br />J 11 I <br />10'-10$" <br />Ln <br />LOCATION <br />o <br />C J <br />— CJ cal <br />CJ — CJ <br />2'-6"x2-6"x1'-O" <br />W/ (3) #5'S E.W. 17'-58" <br />36'-68' <br />I .. <br />TYP @ 1 <br />:: :::: <br />: ; : ; : <br />STORY U.N.O. <br />■ : _ _ 0'-0" I <br />1 <br />100 <br />I ^-1 <br />00 <br />A <br />r. <br />.....::: <br />. <br />............................. <br />: <br />...........:....r <br />EO <br />G <br />TS3 <br />........ .... ....... ;■ <br />■.. ■ <br />3-1/2" MIN 3000 PSI CONC. SLAB FO <br />TOP OFCONC./PAVER TO BE4" <br />3-8" 4'-4" <br />I <br />■ : I HERNANDO COUNTY ONLY <br />BELOW FIN. FLR. <br />3-1/2" MIN 2500 PSI CONC SLAB OVER 6 <br />a 4'-8" <br />PROVIDE %2" x 9" <br />2'-6"x2-6"x1'-o' <br />iv <br />L C' <br />_3 1/2" <br />I <br />MIL VISQUEEN VAPOR BARRIER <br />I s I <br />16'-118' 8'-64' <br />RECESS FOR FRT. DOOR <br />W/ (3) #5'S E.W. I <br />I <br />3 <br />1/2" SLOPE <br />N <br />I <br />J <br />Ia. <br />/07� <br />S3 <br />— — — — — — <br />— — — — I — — <br />— <br />o <br />■ <br />% \..... <br />III II <br />CJ II D.W. III I • � <br />■ <br />— <br />— <br />STEPS AS <br />■ I N I I rr - ��Ia <br />- <br />CC <br />S3 <br />CC <br />S3 I <br />o <br />�o <br />S3 <br />REQUIRED <br />PROVIDE 1 t/2' RECESS I II II � <br />I I II L JII�� I <br />_ <br />o <br />i� <br />PER FIELD <br />FOR SGD. REFER TO = <br />MASON'S SLOPE FOR I II (- r �III� I : ; <br />I <br />T-41" <br />7'-12' <br />X w <br />M <br />CONDITIONS <br />: I II III <br />WIDTH <br />io <br />4'-0" <br />25'-6" II �� =-J <br />20'-6' <br />X <br />I I <br />I J I I' <br />LC <br />EDGE OF SLAB 2" I <br />(2) #5 <br />VERTICAL <br />_ ch <br />N <br />BEYOND WALL <br />BARS <br />KITCHEN ISLAND <br />LOW WALLS <br />S3 <br />BUILDER TO PROVIDE J <br />■ ( <br />CHASE TO <br />ISLAND I • . <br />APPLIANCE PROTECTION S3 <br />WHEN REQUIRED PER FBC <br />o <br />- <br />INDICATES FILLED CELL 3000 PSI <br />- - - <br />- - -I <br />- <br />w/ <br />t CJ <br />; : <br />- r GJ I <br />L? <br />A <br />CONC. GROUT FROM FT. TO BEAM <br />I <br />eo <br />S3 <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />r <br />i t <br />TYP @ ALL PLACES SHOWN <br />I <br />in <br />TYP 1 STORY <br />@ <br />U.N.O. <br />I HOOKED FTC. DOWELS 5" EMBED '- <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />I I . ' tI ' ' <br />- -- - - <br />3 1/2" <br />SLOPE <br />F -- <br />STEEL" <br />i 6PT. 0 i OPT. D I:: <br />I <br />20'-10is., <br />: <br />- - - - 4'-711 <br />I <br />(2) #5 <br />VERTICAL <br />BARS <br />17 <br />3-8" � T-5$" I. 2'-6$ L 6'-0" <br />A TYP @ 1 STORY <br />S3 U.N.O. <br />2'-6" x 2'-6" x 1'-O" <br />W/ (3) #5'S E.W. - <br />5-20" <br />I <br />H.B.+ <br />7- <br />4'-10" L 2' <br />FOUNDATION PLAN MONO - ELEV-131 <br />SCALE: %4"=1'-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 <br />1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB <br />THICKNESS WHERE <br />OR FIBERMESH <br />SHOWN ON <br />REINF. SEE PLAN. FOUNDATION PLAN <br />w <br />Uxz- <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-0" <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 />r <br />N <br />O <br />CV <br />`�wswtwww►rpo� <br />cc <br />0',!r,,l <br />o <br />�GOA, G N S • <br />� � �*'�'o <br />.w <br />• <br />Qt <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code <br />- <br />Residential 7th Edition. Engineer's signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />L <br />F <br />of 1^ <br />8 N r <br />OO , <br />LL <br />91 H� <br />N m J <br />7 lfi To tip it ", W <br />=I � - - W d <br />u- <br />M N j <br />2sz <br />CN J 5 W <br />mLL- auj <br />z <br />c m lot0 <br />OC <br />— = O <br />C @ i 10 <br />rorn <br />Z <br />Z <br />a <br />N Mz �to0 <br />O C) U W <br />M <br />z N o <br />o <br />z � N <br />Z � <br />Q � <br />UM <br />N <br />z <br />0 <br />0 <br />LL, <br />0 <br />O <br />u,o <br />N <br />v <br />Lu <br />o <br />Q N O) <br />o <br />w <br />M <br />M <br />¢ <br />o <br />z <br />g <br />J <br />� E <br />0 <br />E <br />� � <br />oo <br />z< <br />z® <br />u <br />ca <br />2 <br />oo <br />F-- � <br />X a <br />� o <br />OU <br />U� <br />0 <br />N <br />aF <br />o <br />wo <br />az <br />�w <br />C <br />- <br />Y <br />h O <br />Q W <br />z <br />CL <br />o <br />LL <br />z o <br />aU <br />az <br />�w <br />=o <br />oy z <br />r <br />= <br />00 <br /><a <br />c� <br />wo <br />Gfl <br />o¢ <br />a <br />oo3 <br />�O <br />0 <br />= <br />` <br />> d' <br />J <br />O' <br />LT <br />m a <br />(� <br />c7 <br />0 <br />W <br />C) <br />O <br />> <br />N <br />Y <br />Q <br />O <br />O <br />m <br />/•� <br />mil/ <br />/�\ <br />O <br />E f <br />a� <br />r <br />coo <br />di <br />Lo <br />= N <br />r <br />Ln <br />•— <br />co rn <br />Ln <br />r= <br />N <br />rn 04 <br />r <br />O <br />M <br />E <br />E <br />c <br />Z <br />Z <br />E O <br />E <br />d <br />U <br />Q ca <br />0 <br />� <br />JOB <br />NO: <br />21-2025 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />