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-o <br />L <br />rn <br />0 <br />O <br />O <br />0 <br />i <br />m <br />a� <br />_ <br />rn <br />0 <br />15 <br />J <br />0 <br />i <br />i <br />cc <br />a <br />O <br />E <br />Ho <br />S <br />0 <br />4. <br />0 <br />r:3 <br />i <br />a <br />dam.' <br />•UUp' <br />J <br />I% <br />O <br />0 <br />a <br />4 <br />NN <br />N <br />Y <br />c <br />a <br />H.B.' <br />I <br />TYP @ 1 STORY <br />U.N.O. <br />■ ■ ■ ■ <br />■ <br />"■ ■ ■ ■ I. <br />■ ■ <br />t1 J <br />"■" <br />. . . .. .. . . a <br />T <br />P/ <br />2'-9's <br />N17'-2j" <br />I <br />in <br />\it <br />- <br />II <br />IF <br />0101, <br />■ \ \ <br />\ <br />r <br />II <br />II. <br />L JI I <br />N <br />HVAC CHASE `*' <br />I � <br />: '.'.' :::: —1=�' _. <br />_ "1 — - <br />tl� r, 52/II <br />\� l <br />+ <br />I <br />O <br />i� <br />BASED ON � � � <br />LOCATION <br />.` l / t <br />ill <br />10'-10a" <br />Cl) <br />■ I \ \ <br />......... <br />I <br />' <br />\ <br />I <br />CJ <br />\ \ <br />_ <br />I <br />T� r- b <br />— CJ N <br />CJ — CJ <br />I ■ <br />2'-6"x2-6"x1'-O" <br />W/ (3) #5'S E.W. 17'-5j" I <br />36'-68" <br />I : <br />TYP @ 1 <br />STORY U.N.O. <br />A <br />■: _ _ 0'-0" I :: :::: <br />:::::::: :: ::::::::::: <br />:I <br />i : ::::I:: <br />r.;m <br />I <br />00S3 <br />iT <br />in <br />M <br />( <br />■. ■ <br />I S3 I <br />: ■ <br />3-1/2" MIN 3000 PSI CONC. SLAB FO <br />TOP OF CONC./ PAVER TO BE4' <br />3'-$" 4'4" <br />■ : I HERNANDO COUNTY ONLY <br />BELOW FIN. FLR• <br />r <br />3-1/2" MIN 2500 PSI CONC SLAB OVER 6 <br />B4'-$" <br />2 -6 x1-0 PROVIDE Y2' x 9" <br />�' <br />I �-3 1/2" <br />MIL VISQUEEN VAPOR BARRIER <br />I <br />I <br />RECESS FOR FRT. DOOR <br />W/ (3)) # #5 S E.W. I <br />31/2' <br />SLR <br />OPE <br />' <br />o <br />16-118 8._ .. <br />— — — J <br />— — — <br />iD <br />in <br />L <br />I---- <br />a <br />CJ I III III �"-� <br />III D.W. III <br />■ <br />iv <br />-�- <br />l I a� <br />■.;' <br />III�I <br />IIIII <br />IIIII <br />1177KITCHEN <br />IIII <br />CSC3 I CSTC3 <br />KS3STEPS <br />io <br />AS <br />N B�- N <br />PROVIDE 1 Y2' RECESSREQUIRED <br />o_ <br />PER FIELD <br />FOR SGD. REFER TO -tlL <br />SLOPE FOR br <br />7-4 " -1j" <br />iMASON'S <br />xvo <br />i'ct(.`h%� <br />fl �InWIDTH L�J <br />oCONDITIONS <br />4'-0" <br />25'-6" <br />20'-6' <br />IPl <br />-� <br />C- -- -- <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />(2) #5 <br />VERT <br />BARS <br />vu <br />xNICAL <br />I I ISLAND <br />LOW WALLS <br />III <br />BUILDER TO PROVIDE J <br />I <br />I I ISLAND I <br />APPLIANCE PROTECTION S3 <br />WHEN REQUIRED PER FBC I <br />■.; <br />INDICATES ED FILLCELL 300PS 0 I - � <br />o <br />w/ -t- CJ <br />I I <br />'� <br />CJ <br />t I <br />A <br />CONC. GROUT FROM FT. TO BEAM <br />; ; I I <br />I <br />°r' <br />60 <br />is <br />T <br />S3 <br />W/ (1) #5 REBAR VERT ABOVE SLAB r <br />I I <br />I <br />iv <br />TYP @ ALL PLACES SHOWN <br />I <br />TYP @ 1 STORY <br />U.N.C. <br />I HOOKED FTG. DOWELS 5" EMBED <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />I I _ y ....r ' ' <br />`-" - -' - -F-1_ - - - -- - -� <br />31/2" <br />SLOPE, <br />SLOPE <br />; <br />I <br />STEEL" <br />STEEL" <br />16PT. v-1► I OPT. D <br />I <br />■• O'-0"Q5 <br />I L-J I I: <br />I <br />20'-1 O�6" <br />L J 4'-71j" <br />I <br />(VERTICAL <br />I <br />I <br />BARS <br />o <br />■. ... �... ..�.. .. .. .. .. ..�... .. .. .. .. .. <br />.... •.• •. ... �... ... .. .. .. <br />N <br />■ <br />■ <br />■ <br />A TYP @ 1 STORY <br />S3 U.N.O. <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. - <br />I <br />H.B.+ <br />7'- <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 />SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB <br />THICKNESS WHERE <br />OR FIBERMESH <br />r1/8" <br />SHOWN ON <br />REINF. SEE PLAN. <br />FOUNDATION PLAN <br />LU <br />LU <br />g <br />a <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />•' y <br />. j,;..r•�.. j•,,.r•;..�•;. <br />;vl1 --#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />r <br />#5 X 25" X 25" CORNER <br />_ <br />BAR ONE FOR EA. <br />• <br />HORIZ. REBAR, TYP. <br />�r <br />U.N.O. <br />'. <br />"Alternate: <br />' <br />The reinf. bars shall be <br />• <br />r <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 />:0' /y <br />..r' <br />�� ✓ N <br />-`- <br />�1 J. <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 <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 signature and seal. <br />E r. <br />04 ( LL <br />rn m C,LL a Y <br />J _ 0 <br />rnow <br />C, i,— W <br />Ix <br />W10 <br />— , G x O J <br />¢a <br />Z <br />� MZ �LOO <br />-j <br />_ <br />O U <br />W <br />z <br />z � <br />z <br />J <br />a <br />t/1 <br />�v <br />z � <br />u- <br />fp <br />w g <br />U <br />_ � <br />O <br />g <br />�V1 <br />C <br />_ <br />Q <br />s� <br />� <br />w <br />Cl) <br />TLE <br />Za <br />tv O U <br />E <br />N <br />i <br />o <br />in <br />z <br />"W'- <br />C <br />�~ <br />g& <br />�w <br />Zo <br />U <br />W <br />z <br />CD <br />N <br />Law <br />LawyO~ <br />�~ <br />MillCD <br />co <br />ZIG <br />U 7i <br />9 C:) <br />Z <br />ar <br />B <br />(a <br />c� <br />� <br />^L <br />w <br />O <br />U <br />0) <br />Q <br />Y <br />> <br />0 <br />O <br />r <br />E T <br />M o <br />CD <br />L1n <br />LO <br />V/ <br />0) T <br />t?7 <br />z <br />m <br />Z <br />E O <br />c <br />i1 <br />U <br />Q p <br />-j <br />JOB <br />NO: <br />21-1070 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />