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GROUT FROM FT. TO BEAM W/ <br />(1) #5 REBAR VERT ABOVE SLAB TYP I <br />Ij SECOND. <br />STUB UP TO I { FLOOR • ; - <br />�\ �~ 2ND FLOOR j <br />FOR A/C l "' <br />In <br />'GJ CJ <br />; I PROVIDE Y2" <br />@ ALL PLACES SHOWN HOOKED FTG. <br />j <br />I t <br />\� <br />1 ' 9 Yr" <br />M <br />DOWELS 5" EMBED W/ 25" EXT. ABOVE <br />j Ij r -I <br />RECESS <br />ix <br />V <br />SLAB "GRADE 40 STEEL" <br />L W _'J <br />\ \:................. <br />FOR FRT. <br />18'-10:r.'.'...'.'. <br />DOOR <br />22'-10" <br />1'-8" <br />18'-4" 5'-94rr T-O" 2r_8" 5r_4" <br />2'-6" x 2'-6" x 1'-0" <br />J <br />TYP. <br />M <br />( W/ 3 #5's E.W. <br />O <br />21'-6" 8'-5" <br />3'-10" <br />S3 <br />1/8":1'-0" <br />t9 SLOPE <br />L <br />d <br />TOP OF CONC./ <br />2 STORY <br />PAVER TO BE 4" <br />4" <br />S3 <br />�, <br />■ 2'-6" x 2'-6'' x 1'-0" <br />BELOW FIN. FLR. <br />00 <br />I W/ (3) #5's E.W. <br />- - - - <br />- <br />Z-6" x 2'-6" x 1'-0" <br />W/ (3) #SS E.W. <br />- <br />I I <br />+ CJ I II I <br />I <br />SIM. W <br />7o <br />r j III j <br />I <br />STEP <br />C <br />CC <br />- <br />�, KITCHEN I ��I`°r' I <br />S3 <br />S3 (2) #5 REBAR <br />3-1/2" MIN 3000 PSI CONC. SLAB FOR ISLAND LOW 1 11 I �JII5 I <br />VERTICALS w/ <br />N <br />HERNANDO COUNTY ONLY WALLS I II �IIz I <br />3-1/2" MIN 2500 PSI CONC SLAB OVER 6 1 1LI1 , JJ"' <br />�a <br />�^ <br />Lull Uco <br />in FILLED CELL <br />MIL VISQUEEN VAPOR BARRIER <br />a00 <br />CHASE TO I I Ip W I1 <br />I I I II <br />Lam: <br />s ISLAND <br />18'-54' 1 grr _ <br />-J <br />�:::::: <br />I' <br />A <br />CC <br />S3 <br />S3 <br />12'-6" x 2'-6" x 1'-0° j Z-6" x 2'-6" x 1'-O" <br />SW <br />J <br />EO <br />TYP @ 1 <br />( W/ (3) #5's E.W. I I W/ (3) #5's E.W. <br />S3 <br />STORY <br />( <br />2 STO <br />Y <br />- - - - <br />zo <br />r — <br />■ I t CJ — <br />-1- CJ <br />PROVIDE 1 Y2" RECESS TYP @ OPT III <br />FOR SGD. REFER TO 2 STORY REF I <br />I3'-0"x8'-0" <br />CONC. <br />PATIO <br />I MASON'S SLOPE FOR <br />WIDTH <br />-31/2' <br />SLOPE <br />4,-- _- <br />BUILDER TO PROVIDE <br />i�i <br />o <br />APPLIANCE PROTECTION <br />(O <br />00 <br />11/( <br />I _ <br />SW <br />WHEN REQUIRED PER FBC <br />SLOPE <br />18'4" 4r-6" 7,4, 0 <br />3r_8" <br />20'-7 <br />- <br />- <br />26 <br />CC r <br />L <br />I <br />- - - - I - - - - �::. n <br />:: ' ' <br />S3 <br />(2) #5 REBAR <br />S3 <br />■. I <br />p 11 1 W 1 1: <br />C.0 <br />N <br />VERTICALS w/ in <br />VERIFY LOCATION FILLED CELL <br />— <br />■ ' L <br />- <br />/ <br />00 <br />3' 0" <br />�.Tz <br />o <br />N <br />FOUNDATION PLAN MONO - 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 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 />w <br />U) a <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />. �®�`�,® ,�r <br />e > • <br />#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />' <br />BAR ONE FOR EA. <br />' <br />HORIZ. REBAR, TYP. <br />e <br />®. y® <br />U.N.O. <br />• <br />**Alternate: <br />= <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 />7 kL3 <br />eb <br />¢� Q <br />CD <br />C�4 <br />cae <br />� <br />- � 0- <br />C-4 � <br />m <br />E t <br />c ca <br />in <br />c <br />CD <br />mo <br />ti <br />.,.-j�4v��p��&iY <br />ee <br />CP <br />E4 <br />�� <br />To the best of the Engineer's knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 Florida <br />Building Code - <br />Residential <br />7th Edition. Engineer's <br />signature and seal is only for <br />the structural <br />engineering portions <br />of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />W <br />Q <br />�E <br />0 <br />co 8 <br />V <br />0 <br />0 <br />u' <br />00 a) n <br />fii <br />VJrra n <br />Naj <br />M V S2 � LL <br />+i <br />J LL 2 LL w <br />L� 5 a <br />QJ <br />z <br />— -a � a Y <br />Co C n <br />�o o <br />coN O <br />� <br />W <br />Z <br />N co Z ¢ H <br />Z <br />O U O <br />W <br />❑ ❑ <br />N M <br />O O <br />z�N <br />v <br />z o � <br />n <br />[3 <br />V ! <br />N <br />"O <br />l IY C <br />W <br />le! o <br />aU'3- <br />CC3 <br />w <br />U <br />0 <br />w S <br />NM6 <br />Ca <br />W J <br />r— — E <br />- � <br />A r <br />8 <br />U ) N <br />CL <br />N <br />®® <br />m <br />CD <br />C' <br />M <br />W <br />a <br />o <br />z <br />ni <br />LLL <br />c6 E <br />OO <br />Z O <br />Q O <br />- <br />wz <br />, R <br />N <br />?o <br />oa <br />CO r6gO <br />XU <br />U p <br />�U <br />— E <br />O <br />a p <br />oQ <br />Z <br />0 H <br />W O <br />< <br />W <br />L <br />n3 <br />o <br />Y <br />m 0 <br />0 <br />~O Y <br />� O <br />f- <br />Q W <br />rn <br />F <br />o <br />z z <br />gMEN <br />Q. <br />LL <br />a <br />ui w <br />LN <br />v <br />w <br /><� <br />K <br />az <br />;- I <br />I <br />o <br />w` <br />'o <br />O <br />0 <br />oQ <br />a x <br />v <br />°� <br />.0 T <br />2 <br />>� <br />J <br />Lid <br />LO <br />CID <br />0 <br />=3 <br />O <br />Y <br />' ^ <br /><C <br />-a CV <br />I <br />m N <br />O <br />M <br />^ CD <br />LO <br />LO <br />M <br />Q <br />L0 <br />r- <br />v <br />E <br />c <br />M <br />o <br />Z <br />m <br />Z <br />E 0 <br />E <br />n <br />c <br />a <br />E o <br />U <br />'a N <br />Q p <br />N <br />JOB <br />NO: <br />22-09412 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6.0 <br />