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3v+ <br />-v <br />x <br />rn <br />LO <br />LO <br />Cr <br />C <br />V) <br />0 <br />0 <br />KJ <br />0 <br />J <br />to <br />M <br />O <br />I <br />N <br />i <br />2 <br />a <br />00 <br />00 <br />N <br />LO <br />=n <br />v <br />cn <br />C) <br />0 <br />J <br />co <br />rn <br />[V <br />0 <br />I <br />N <br />LO <br />LO <br />0 <br />C <br />V) <br />0 <br />3 <br />N <br />N <br />v <br />a <br />v <br />E <br />0 <br />S <br />v <br />c <br />N <br />O <br />U <br />0 <br />O <br />U <br />y <br />i <br />v_ <br />a <br />z <br />N <br />I <br />Y <br />0 <br />vv <br />J <br />N <br />LZ <br />N <br />O <br />M <br />0 <br />0 <br />a <br />cV <br />[V <br />O <br />M <br />N <br />N <br />N <br />Q <br />0 <br />m <br />v <br />N <br />C <br />C <br />d <br />27' <br />1'-8" t. 5,_5g„ 6_6-g" 6'-0" I. 6'-0„ <br />A TYP @ 1 <br />S3 STORY <br />56'-68'-0" <br />29'-0" <br />1-STORY 2 -STORY, <br />=OOFOOTI�„ 6'-0" 6'-0" <br />2-6" x Z-6" x V-0" VERIFY METER <br />W/ (3) #5's E.W. J TYP @ 2 LO ATION WITH <br />S6 STORY gUl DER <br />T H.B. <br />o <br />■ ■ ■ ■ <br />■ <br />■ <br />■ <br />■ ■ <br />■ ■ <br />ELECTRICAL PANEL <br />H <br />(2) #5 REBAR <br />'{ <br />} I O <br />- <br />I 0 <br />I <br />VERTICALS w/ in <br />FILLED CELL <br />I 0'-0" <br />• <br />- <br />■ ' 15'-74„ <br />6,-32 , <br />M` <br />21'-22' <br />2 STORY <br />OP <br />M <br />10 <br />15'-64„ <br />4,_54" 00 <br />5 <br />G <br />; ; o o S3 <br />ici <br />I : <br />�N <br />CJ <br />OCJ <br />- <br />- <br />� <br />- - <br />- - - - <br />TYP @1nil,I <br />STORY <br />I j{ �: <br />I ih. • <br />} j O i�l• • OPT, _ <br />I <br />0o <br />A <br />} I W <br />T0 <br />�-31/2" <br />SL_OPE <br />S3 <br />INDICATES FILLED CELL w/ 300PSI �? j { PLUMBING LINE T <br />I <br />CONC. GROUT FROM FT. TO BEAM W/ SECOND FLOOR <br />(1) #5 REBAR VERT ABOVE SLAB TYP { <br />@ ALL PLACES SHOWN HOOKED FTG. } I I <br />} OPT. D) <br />I <br />DOWELS 5" EMBED W/ 25" EXT. 110 :: <br />• ABOVE SLAB "GRADE 40 STEEL" I 00 <br />o <br />2 STORY <br />cc <br />(2) #5 REBAR <br />I G <br />53 <br />VERTICALS w/ in <br />o <br />M <br />I I I S3 <br />I <br />FILLED CELL <br />■ i <br />J <br />-I ............. —� <br />er <br />o <br />--- <br />PROVIDE %2x 9 %2" <br />Z-6" x Z-6" x V-0" <br />L <br />I <br />27'-21" 7_71 <br />19, 2f, RECESS FOR FRT. DOOR I <br />I <br />W/ (3) #5's E.W. <br />a a <br />2 2'-0" <br />2'-0' <br />(TYP. OF 2) _ <br />0 <br />0 <br />S3 <br />2'-6" x 2-6" x 1'-0" <br />I W/ (3) #5's E.W. <br />I SLOPE <br />r <br />L <br />co <br />��„ <br />i f, <br />10'-42" 2' 34' <br />a 1/8� <br />3, 4„ 9,_9$„ <br />4„ <br />S3 <br />— — <br />PROVIDE 1 %" RECESS 0, 0„ KITCHEN <br />I FOR SGD. REFER TO ISLAND LOW <br />MASON'S SLOPE FOR WALLS c- - - - ` - - - - - - -r <br />- <br />TOP OF CONC./ PAVER TO BE 4" ■ <br />BELOW FIN. FLR. <br />_�{� I. , ■ "4 ■ <br />iv <br />■ • I WIDTH { <br />r ■ <br />_ <br />STEPS AS <br />-REQUIRED PER <br />FIELD <br />CONDITIONS <br />CHASE TO _ <br />I ISLAND _ _ _ -' �-F { - <br />■. I I { 1 u2 ,- ;' %- _- AHU <br />I I I � �-' : __- :''l } } <br />:: STUB UP TO — <br />" 2ND FLOOR <br />:. FOR A/C <br />10 <br />=' _ I- III I D.W. I } } ::::::: <br />I <br />■ ( I I O� <br />I ■ <br />_ .-_'_ <br />HVAC CHASE _' ;'_ _' _ - I I <br />BASED ON <br />:: 1 0, 0, <br />r <br />LOCATION _-i-� _- _� :'- <br />'3-1/2" <br />co <br />MIN 3000 PSI CONC. SLAB FOR <br />$ <br />_ - HERNANDO COUNTY ONLY <br />3-1/2" MIN 2500 PSI CONC SLAB OVER 7 <br />: ■ <br />' MIL VISQUEEN VAPOR BARRIER 00 <br />:: <br />I <br />� <br />A/C PAD e <br />I _ — — — 1--- — -- <br />■ . . . . . . . . . . . .. . .. . . :. . . . . . . . . . . . » ■ . . . . . . . . . . . . �. . . . . . . . .. .. <br />.. . . . <br />. . . . . . .. . . . . . . . . . . . . . . . . . . . . . . ■ <br />2' <br />q TYP @ 1 <br />S3 STORY <br />2'-6" x 2'-6" x 1 <br />W/ (3) #5's E.V <br />1-STORY 2-STORY <br />FOOTING F@9U$IQ <br />J TYP @2 <br />S6 STORY <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 r1/8" 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 />�7 W Q <br />W J <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />;v: <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />., . <br />• .. <br />U.N.O. <br />a • <br />;,, : <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 />C-.. <br />O <br />d� <br />✓ <br />r Lj <br />13 ✓� O O <br />N <br />N <br />O <br />N <br />M <br />0 <br />o <br />i; <br />T is <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 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />N <br />W <br />n <br />vE �m <br />O O U N 4k <br />\ <br />V <br />o^p <br />N�1 J LJi <br />6 <br />8 <br />Q <br />N <br />d _ W <br />W W.�k L�, W <br />U)r- Pa W a <br />6 <br />a <br />LL <br />r Y <br />13 <br />Y <br />Z KC, <br />19 <br />0 <br />-:5 L_ N U3 a. OJ J <br />Z <br />LLm <br />00 <br />Cl) Z <br />Z <br />0 U U J O <br />W <br />❑O❑ <br />(D <br />Z N to <br />O 00 <br />z <br />10 1 <br />z o <br />Q � <br />J <br />N <br />M <br />z <br />�1l <br />c9 0 <br />LL <br />T <br />U <br />O <br />A <br />to <br />�l/) <br />W o <br />y <br />W <br />e <br />° <br />U 'o N <br />N m <br />S <br />I� <br />co <br />w <br />M <br />M <br />z ¢ <br />o <br />z <br />z <br />< <br />u- <br />Q E <br />O <br />E <br />w� <br />oLL <br />�z <br />Zo <br />z© <br />Q� <br />v <br />CU <br />¢� <br />wW <br />�OE <br />X O <br />o¢ <br />0 OU <br />z <br />az <br />ao <br />wz <br />s ra <br />U:)C <br />pY <br />U <br />"m <br />m� <br />0 <br />O LL <br />Z <br />'aw <br />z <br />N <br />J <br />Z z <br />(U <br />2 � <br />F <br />O G <br />zo <br />U <br />Q <br />d <br />mw <br />W <br />ao <br />F- <br />o <br />air <br />wF <br />=3 <br />1r <br />Yo <br />� <br />w <br />a , <br />0 O <br />= <br />> L.0 <br />LOrn <br />�--• <br />co <br />O <br />M <br />O <br />� <br />O <br />� <br />Y <br />U <br />O <br />//�� <br />(D <br />�yT <br />W <br />m <br />}� <br />Off' <br />N <br />M <br />W <br />O <br />L0 <br />N <br />Q <br />M <br />r <br />ai <br />m <br />3 Nt <br />04 <br />rri N <br />o <br />Z <br />Z <br />E O <br />c <br />a <br />E .. <br />U _j <br />a cc <br />Q <br />c <br />JOB <br />NO: <br />22-02396 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6.0 <br />tf1� <br />_U -T I Tll-F �1� <br />