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_I I - - — I - - - L - 111 _- -- . ---- - i i L _ 11 1 i 1 i i I ILLI— I _ "Ill r r 1119- U 1- 11 - --1 1 ll. _ I —_I <br />- ---- — -- - I I I I __ l I 1- 11 in <br />3 <br />Mi <br />T <br />M <br />1•n <br />LO <br />rn� <br />6 <br />O <br />0 <br />J <br />0 <br />1 <br />N <br />m <br />CN <br />W) <br />rM <br />LO <br />ILD <br />rn <br />O <br />O� <br />O <br />0 <br />J <br />O <br />I <br />i <br />X) <br />O <br />Iri <br />O <br />/ <br />rgi <br />c <br />3 <br />a <br />N <br />0 <br />/ <br />g <br />E <br />0 <br />x <br />0 <br />c <br />J <br />C <br />O <br />N <br />LZ <br />M <br />O <br />n <br />a <br />0 <br />a <br />N <br />N <br />rf <br />hi <br />S <br />d <br />0 <br />W <br />z <br />0 <br />C <br />d <br />62'-0" <br />18'-4" 43'-8" <br />1-STORY1. FOOTING <br />FOOTING 2 - STORY' <br />T-2" 2,-2„ 5'-4" 4, 211 5'_11" 4, 5811 1'_9a1, 5'-9" T-10" 2'_5" 3'_5$' 2' 681, 6, 0„ 61 4„ <br />TYP @ 1 <br />2'-4" STORY <br />A TYP @ 2 STORY <br />S3 <br />t H.B. S6 <br />■ ■ ■ <br />■ <br />AC <br />ADM <br />AD <br />I 20'-1011 <br />�LAV. 5' 0„ V. <br />_ <br />TYP @ <br />2STORY <br />I swC) : J 0'-01. <br />TYP @ <br />2 STORY o <br />L J <br />J r� <br />IHVACCHASE <br />IBASEDON <br />LOCATION , <br />SHOWER PLUMBING <br />I <br />— INDICATES FILLED CELL w/ 3000 PSI �� <br />_J <br />`- LINE TCi • <br />STUB UP TO III FLOO :: z <br />} FLOOR : <br />1: <br />GJ CJ <br />M <br />I CONC. GROUT FROM FT. TO BEAM WJ <br />�` �` 2ND FLOOR 1 \ <br />`� <br />(1) #5 REBAR VERT ABOVE SLAB TYP 1 <br />FOR A/C I 1 "' <br />; }PROVIDEYZ' <br />@ ALL PLACES SHOWN HOOKED FTG. <br />DOWELS 5" EMBED W/ 25" EXT. ABOVE <br />: I "GRADE <br />I <br />, i �� I } <br />; , j II r W C <br />L J <br />1 :. x 9 Y2 " <br />RECESS <br />FOR FRT. <br />, <br />SLAB 40 STEEL" <br />................................. <br />L -' <br />......................,,....... ............. <br />- �'..........'.'.'.'.'.'.' <br />DOOR <br />22'-10" <br />V-3" V-8" <br />51_94„ T-O" 2'-8" 5 4" <br />1 18'4" L <br />2'-6" x Z-6" x V-0" <br />J <br />TYP. <br />Cl): <br />I W/ (3) #5's E.W. <br />21'-6' 8'-5" <br />T-10" <br />S3 TOP OF CONC./ 1 / <br />SLOPE <br />I I <br />L <br />2 STORY I PAVER TO BE 4" 4'• <br />S3 <br />■ 2'-6" x 2'-6" x 1'-0" <br />BELOW FIN. FLR. <br />I <br />' W/ (3) #5's E.W. <br />Z-6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />4� <br />I <br />s <br />ch <br />CJ I I <br />I i I I i <br />SIM. W <br />III I <br />I <br />STEP <br />C <br />CC <br />■ • I r�1 j - ��� I <br />KITCHEN <br />S3 <br />S3 (2) #5 REBAR <br />3-1/2" MIN 3000 PSI CONC. SLAB FOR ISLAND LOW I II I _ JIB I <br />- <br />1 VERTICALS w/ <br />in FILLED CELL <br />N <br />r�� <br />HERNANDO COUNTY ONLY WALLS I II �IIZ I <br />I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 ILII JJ� I <br />I_ I <br />r-- <br />UiI : Y <br />MIL VISQUEEN VAPOR BARRIER -, <br />I <br />o <br />I I I <br />Q _J <br />o <br />I CHASE TO I ID W <br />Imo_ <br />:_ J <br />18'-54,1 ISLAND 1 9 <br />CC <br />EA <br />12'-6" x Z-6" x 1'-0" 1 j 2'-6" x 2'-6" x 1'-0" <br />SW - <br />1 J <br />S3 <br />10 <br />TYP @ 1 <br />I W/ (3) #5's E.W. W/ (3) #5's E.W. <br />S3 <br />STORY <br />( II <br />2 STORY <br />0 <br />I? <br />q <br />r — <br />■ -1- CJ <br />I <br />-t- CJ <br />� <br />(- "x '- ' <br />POT CO, <br />PROVIDE 1 %" RECESS <br />FOR SGD. REFER TO STORY REF I II <br />�_4 <br />_ <br />I MASON'S SLOPE FOR 1 rt <br />_ _ _ .._ ...._ ._. <br />WIDTH (Da- <br />- <br />3 1/2 <br />SLOPE <br />BUILDER TO PROVIDE <br />_ <br />APPLIANCE PROTECTION <br />ZD <br />60 <br />1/, " 1'-0" <br />I _ <br />WHEN REQUIRED PER FBC <br />Ko <br />SLOPE <br />18'4" 4'-6" 74" <br />T-8" <br />20'-711� <br />1 <br />16 <br />Ir <br />2 6 <br />L <br />1 <br />S3 <br />I <br />-----IF----�::. <br />S3N <br />(2)#5REBAR <br />■: I <br />D I I I W I I: • <br />in <br />19 <br />VERTICALS w/ in <br />VERIFY LOCATION FILLED CELL <br />— <br />ZV <br />- <br />. ....... <br />CV <br />■ <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 Z <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />J, <br />QUANTITY <br />•, #5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />` HORIZ. REBAR, TYP. <br />J . � U.N.O. <br />> J,**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 = 1 -0 <br />FOUNDATION PLAN — ELEV—B1 <br />SCALE: ,.=,.o. <br />C" <br />O <br />_ <br />N <br />o <br />a, s <br />o <br />w <br />r <br />�-. `=' <br />a � o <br />CL <br />c c.., ch <br />N <br />•'nmx <br />ro o <br />y a, S <br />_� <br />Q N CV <br />m a s al <br />+- c <br />•c <br />� U <br />V <br />`° <br />w w n <br />w � <br />� <br />u) CL <br />c E <br />C U <br />tea. <br />\ N <br />Si <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 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />a <br />p <br />co 3 <br />0 <br />o <br />c0 <br />MQM <br />N Ov <br />a <br />2S ay u. <br />C J 2 LL W <br />Z <br />55 a <br />J wLu <br />m C 0) o <br />c and <br />pC <br />W <br />« 1 O o <br />'og�� o <br />W <br />- <br />m w <br />Z <br />LL <br />N 0 <br />In �Z ¢ <br />= <br />N C U <br />0. <br />W <br />❑ ❑ <br />cl %2 <br />z�IS <br />0 <br /><r <br />N <br />2 vCz <br />WnN, <br />L7 <br />LL <br />m <br />� a <br />U <br />0 <br />w s <br />�N <br />� r <br />U <br />Ill J <br />=® <br />a <br />U_ <br />vn <br />¢ <br />U_ E <br />ro <br />a <br />� O <br />oo- <br />oE <br />„ Q. <br />K <br />� <br />ao <br />nz <br />Z <br />j <br />n <br />, <br />'y (J <br />o <br /><<p <br />�I <br />00 <br />0 T <br />2 <br />> <br />t ^ <br />L J <br />�1 <br />�\LO <br />co <br />O <br />(a <br />CD <br />J <br />Yco <br />m <br />L^ <br />T <br />� <br />C <br />a) <br />_0 Mco <br />/ <br />ai <br />C'4 <br />o <br />CD <br />N <br />Qi <br />CN <br />00 <br />00 <br />LO <br />LO <br />E <br />J <br />M <br />Z <br />M <br />Z <br />M <br />E r <br />d <br />U J <br />'D CIS <br />Q0 <br />J <br />JOB <br />NO: <br />23-06144 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />