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C <br />C <br />d <br />1-STORYi FOOTING <br />FOOTING 2 - ST <br />7-2„ 2'-2" 5'-4" 1-4'-2" iB"I. 5'-11" 1. 4 58 L 1'-98" 1. 5'-9" 1. 3'-10" 1. 2'-5" r. 3 58„ 1.2'-6$" 6'-0" 6 6-4" <br />TYP @ 1 <br />STORY <br />A <br />S3 <br />t H.B. <br />TYP @ 2 STORY <br />J <br />S6 <br />C M <br />AD <br />PAD <br />I <br />20'-10" <br />�L AV. LAV. ; ; <br />5'-0" <br />{ { r r <br />I I - TUB _ <br />\ \ \ \ \ <br />\ \ \ <br />I <br />TYP @ r <br />I . N f Ir <br />I / ; a 0 -0 <br />TYP @ <br />o <br />\\ <br />�\ \\�� <br />2 STORY � <br />W C <br />{ I �� <br />2STORY o <br />M <br />\ \\ \\ <br />S <br />S6 <br />- I �_j <br />N I j <br />J M <br />S6 <br />N <br />t \ \ <br />_ IHVACCHASE \\ \\�\\ <br />__ .. <br />SW _ III <br />(BASED ON \ \ \ <br />� <br />\ \ �\ \ <br />LOCATION \� \ \ <br />SHOWER PLUMBING <br />I <br />o <br />coSECOND: <br />\ �\ <br />I \Cy\ <br />I <br />_J LINE TC( <br />\ \ STUB UP TO I I} <br />} <br />_ <br />GJ CJ <br />_ <br />INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT. TO BEAM W/ <br />\ \\ FLOOR <br />\ \ 2ND FLOOR t <br />(1) #5 REBAR VERT ABOVE SLAB TYP <br />FOR A/C `n <br />\ i <br />; f PROVI DE YZ' <br />� <br />I @ ALL PLACES SHOWN HOOKED FTG. <br />DOWELS 5" EMBED W/ 25" EXT. ABOVE <br />"GRADE <br />�\ \ j <br />\ \ <br />� � � �\ � 1 II f 7 <br />\' ' <br />I ' x 9 %2 " <br />RECESS •��• <br />FOR FRT. <br />�"> <br />SLAB 40 STEEL" <br />\ \ ! LW_'J <br />DOOR <br />ig-10"..'.'.'.'.'. <br />_...........'''''.'.'.'.'.'.' <br />22'-10" <br />1'-3" V-8" <br />1 18'-4" 5'-94 T-O" " 2'-8" 5'-4" <br />2'-6" x 2'-6" x 1'-0' <br />J <br />- <br />TYP. <br />M <br />; W/ (3) #5's E.W. <br />21'-6" 8'-5" <br />T-10" <br />S3 TOP OF CONC./ l9 1 / <br />SLOPE <br />I' <br />L v <br />2 STORY I PAVER TO BE 4°' <br />S3 <br />d <br />_ <br />■ 2'-6" x 2'-6" x 1'-0" <br />_ <br />BELOW FIN. FLR. <br />c0 <br />W/ (3) #5's E.W. <br />r= - <br />2'-6" x 2'-6" x 1'-0"cl <br />W/ (3) #5'S E.W. <br />I -F-CJ I I <br />SIM. W <br />7N <br />f I I <br />STEP <br />CC <br />p <br />KITCHEN I II� I ��lo I <br />S3 <br />S3 (2) #5 REBAR <br />3-1/2" MIN 3000 PSI CONC. SLAB FOR ISLAND LOW I II I JIg� I <br />VERTICALS w/ <br />in FILLED CELL <br />M <br />HERNANDO COUNTY ONLY WALLS 1 II �IIz I <br />I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 ILII Jllo-, I <br />F- <br />�I `y <br />I = Ji I <br />I <br />I MIL VISQUEEN VAPOR BARRIER o <br />I I I II I <br />¢' {({ <br />ac1� Il � <br />o <br />■ I CHASE TO I I ID.W.I I I <br />III II <br />yll�i <br />L� <br />�. <br />ISLAND <br />A <br />II7 <br />S3 <br />S3 <br />12'-6" x 2'-6" x 1'-0" I { 2'-6" x 2'-6" x 1'-0" <br />SW <br />1 J <br />in <br />TYP @ 1 <br />1 W/ (3) #5's E.W. I I W/ (3) #5's E.W. <br />S3 <br />STORY <br />- - - - <br />- <br />2 STORY <br />- - - - <br />b <br />r — <br />■' I -1- C <br />C-� <br />'-Wx8'4 <br />CONC. <br />PROVIDE 1 Y2" RECESS <br />FOR SGD. REFER TO TYP @ OPT I II <br />2 STORY REF III <br />PATIO <br />I MASON'S SLOPE FOR _ I I <br />-3 1/2' <br />SLOPE <br />WIDTH <br />S6 <br />BUILDER TO PROVIDE I <br />i� <br />o <br />4" <br />APPLIANCE PROTECTION <br />is <br />co <br />(1/E 8":1''0" <br />I _ <br />SVti <br />0 <br />WHEN REQUIRED PER FBC <br />SLOPE <br />18'4" 4'-6" 741 <br />T-8" <br />20'-T <br />L <br />I Zv <br />, <br />o <br />�• � <br />CC i�N <br />S <br />I (2) #5 REBAR <br />S3 <br />-\� <br />VERIFY LOCATION VERTICALS w/ in <br />— <br />■' <br />II WI <br />I� ; <br />ELECTRICAL PANEL FILLED CELL <br />00 <br />0 <br />FOUNDATION PLAN MONO - ELEV-B1 <br />SCALE: %4"=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 <br />1/8" SAWCUT x 1/4 SLAB <br />UPPER 113 OF SLAB <br />THICKNESS WHERE <br />OR FIBERMESH <br />SHOWN ON <br />REINF. SEE PLAN. <br />FOUNDATION PLAN <br />J_ % <br />lL <br />UJ <br />e .. <br />IP <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />45 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" = 1'-0" <br />,a <br />,a <br />W <br />W <br />n.c <br />�c.a� <br />ca <br />� 0) <br />di c 4 <br />cc•3 cc <br />3 '- <br />a� C j sa <br />= N !O <br />t!N a. a <br />RS;�1�ry <br />0 / <br />vaa a�._y �'w�• �a• <br />'ft Krt,c�lR.b��ea°' O <br />r <a. <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 Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal, <br />CA <br />H of <br />y r W C 00 � In 4 <br />Z <br />r- I b to <br />NNd. 2s2S U t� <br />k <br />v� J 5 W <br />jwtL 5Lua <br />Z — t I m d d' <br />Q� <br />W N N <br />Z Lo N Z Q <br />ILW�gM-co oox w <br />N co <br />0 OU <br />Z <br />W <br />(D M � <br />z N <br />O 00 <br />Z ti <br />M <br />V) z <br />Q) C9 `o <br />fa <br />� m <br />'7'C• <br />U <br />0 W o <br />N^ C N <br />v I U) <br />JM <br />C) <br />609 ~- - E <br />3 <br />! <br />0 <br />N <br />ti <br />� <br />� <br />W <br />M <br />o <br />g <br />Z <br />Eo <br />wo <br />-° <br />>� <br />Z® <br />01(E <br />E U <br />aI <br />°w¢ <br />fcu <br />0 <br />U <br />0a <br />O <br />O <br />N <br />L <br />as <br />¢z <br />w o <br />¢� <br />wz <br />¢ <br />(� <br />C <br />Z <br />Y <br />mZE <br />O <br />0 , <br />W <br />J <br />< D <br />a <br />z <br />to <br />� <br />o� <br />Z <br />ao <br />yw <br />aLL <br />T <br />00 <br />�w <br />¢ <br />d o <br />v <br />O <br />C <br />L i <br />rn <br />c�6 <br />F— <br />LZ <br />V <br />co <br />N <br />r <br />Y <br />C Y <br />T <br />�\ <br />W <br />m <br />LO <br />Q <br />O N <br />I <br />N <br />CV <br />N <br />LO <br />M <br />Q �''� <br />r <br />E <br />o <br />co <br />a <br />o <br />U _j ¢ p <br />JOB <br />NO: 22-06461 <br />SCALE : AS NOTED <br />SHEET NO. <br />6.0 <br />