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C <br />C <br />d <br />V-6" <br />5'- <br />[4n@ <br />TYP @ 1 STORY <br />U.N.O. <br />A <br />S3 <br />AEG <br />[s$i111 <br />5'-28" <br />7'- <br />H.B. <br />1'-4" <br />r--------- +— <br />--- <br />—; ° --- ° ---�-------'-: <br />— -- <br />BUILDER TO <br />+-- <br />-------I <br />- <br />io <br />(2) #5 REBAR <br />4'-O" 12'-1" <br />W.H. <br />PROVIDE <br />VERTICALS w/ in <br />APPLIANCE <br />FILLED CELL <br />O <br />0'-U, <br />:: I :: <br />PROTECTION <br />I <br />WHEN REQUIRED <br />■ <br />I <br />:: <br />:: I : <br />PER FBC <br />. <br />35`4" <br />20'-6" <br />3-1/2" MIN 3000 PSI CONC. <br />N <br />SLAB FOR HERNANDO I `� <br />J <br />,r, <br />COUNTY ONLY Cl) r S3 <br />I <br />S3 <br />3-1/2" MIN 2500 PSI CONC ; <br />SLAB OVER 6 MIL VISQUEEN 2'-72" 4-9" 4'-10" : ' <br />VAPOR BARRIER EDGE OF SLAB 2" <br />■ I CJ :: 1 GJ I : BEYOND WALL CJ <br />r <br />a, <br />r' <br />6-3" V-10" 3'-6" nN r <br />OC14 <br />VERTICALS w/ in <br />PT. 7PT. <br />in <br />FILLED CELL <br />( I o -3 1/2" <br />2'-6"x2'-6"X1'-0" FTG C' <br />W/ (3) #5 E.W. T-5" <br />SLOPE? <br />7'-1" <br />(2) #5 REBAR <br />2'-6" x 2'-6" x 1'-0" <br />I " ; AHIJ I I <br />VERTICALS w/ in I <br />W/ (3) #5'S E.W. <br />TYP @ 1 STORY <br />U.N.O. <br />: <br />N CC <br />FILLED CELL <br />10 <br />'- <br />S3 <br />� <br />CJ CJ <br />co <br />CD <br />Too <br />25'-10 2s" / / 9'-5tzs" — _ — — — — -- — <br />■ <br />2'-6"x2'-6"X1'-O" FTG <br />5-3 <br />W/ (3) #5 E.W. <br />14" ( <br />L <br />(2) #5 REBAR <br />INDICATES FILLED CELL w! 3000 PSI �' / PROVIDE %2' x 9" LO <br />CONC. GROUT FROM FT. TO BEAM / / RECESS FOR FRT. OOR <br />SLOPE I <br />-� <br />S3 <br />d <br />CD <br />VERTICALS w/ in <br />FILLED CELL <br />W/ (1) #5 REBAR VERT ABOVE SLAB / % / HVAC CHASE TOP OF CONC./ PAVER T BE 4" <br />I / <br />4'-0" <br />4'-4" 4' 6" <br />TYP ALL PLACES SHOWN / i <br />@ BASED ON 0'-0" BELOW FIN. FLR. <br />/ <br />■ <br />' NJ <br />IN ■ <br />HOOKED FTG. DOWELS 5" EMBED I / i LOCATION • '......::::::::::::::::::::::::::. .... ' ...... <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />1 ' <br />STEEL" /i/ <br />-----.------� <br />4'-0"10 <br />16'-10" <br />12'-10" <br />o <br />10'-10� <br />STEPS AS <br />/ / <br />PROVIDE 1 %2' RECESS / / I <br />r <br />REQUIRED <br />PER FIELD <br />I FOR SGD. REFER TO / � KITCHEN ISLAND <br />MASON'S SLOPE FOR / / OPT. . '• ..""""""" : ; ,' ' ' <br />/ LOW WALLS : . <br />icj: <br />4 <br />: ' ' : : <br />CONDITIONS <br />WIDTH / CJ I ------- - - - - - CJ REF. :: -L-CJ <br />■ <br />CJ I ■ <br />/ <br />- - _ 7-� _ - I--I-1 - - - - - - - - - -� - - - - - - <br />-___ <br />Ij <br />II I - - - - <br />TYP@ 1�-- <br />L <br />CHASE TOI- D <br />I <br />STORY U.N.O. .N.O. <br />z <br />o <br />S3 <br />� <br />d <br />00I <br />i/ L� �- <br />60 <br />III <br />S3 <br />( / I _� -- I <br />i/ SINK I DISP <br />+ f M I <br />3 1/2" <br />! <br />/ <br />I # 0'-0" <br />16'-0" 2'-94" 6.10 <br />(� ■ <br />Ili <br />o <br />ML_-------- <br />._ I---- ---—— I-- --------- ..---------,_i <br />---.._--s—_._.----—� <br />■ ■ ■ ■ ■ ■ ■ ■ ■ ■• ■ <br />IN <br />■ <br />IN <br />■ <br />TYP @ 1 STORY <br />H.B.I U.N.O. A <br />I S3 <br />1'-90" 1 3' <br />2'-101.1-1" 1 5'-1 <br />FOUNDATION PLAN MONO - ELEV-B1 <br />SCALE: %4"=1'-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 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 />LU <br />� a <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-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" = V-0" <br />fLJ <br />a" <br />ASS <br />k� w <br />Q <br />f <br />. <br />c,5 <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 Florida <br />Building <br />Code - <br />Residential 7th Edition. Engineer's <br />signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal, <br />W <br />Q <br />E <br />O 8 <br />N <br />N <br />rn t+ n <br />C'! '! <br />LL w IL <br />a Y <br />> <br />z <br />L <br />"y <br />1Wi <br />(6 <br />L O C9 <br />o t6 � <br />W <br />co <br />W <br />.- <br />�gpj6' <br />¢ <br />LL Z <br />LO rNjZ <br />a <br />0yO <br />N O U <br />U J y <br />xCLL0) <br />W <br />❑�C] <br />z $ S <br />C♦; v, <br />n- N <br />N <br />V) <br />M <br />v <br />� <br />LLp <br />0 <br />v ' <br />w o <br />N <br />U) <br />X <br />U) <br />6 <br />=°r° . <br />„, <br />+— — E <br />® 8 <br />_o <br />N O <br />o <br />w <br />M <br />o <br />z <br />z¢ <br />tt <br />Q E <br />wo <br />O 0 <br />>N <br />E OV <br />w? <br />z® <br />❑a <br />I— (6 <br />0.0 <br />K <br />O¢ <br />= O <br />O� <br />O E <br />N <br />a O <br />ao <br />¢ <br />a Z <br />r� <br />• ([� <br />(n {'- <br />- <br />¢ z <br />< <br />U <br />-2 <br />.0 <br />° z ¢ <br />J <br />i <br />yZ <br />z <br />> <br />Cl) <br />50 <br />Q <br />2 <br />LL <br />d <br />�w <br />C-3j <br />ao <br />ak <br />T <br />>Ox <br />o <br />v <br />w< <br />z ¢< <br />a1 <br />N O <br />Lo <br />N <br />m <br />^L1 <br />W <br />m <br />O <br />O <br />O <br />Q <br />Y <br />o <br />O <br />o <br />O <br />Q <br />o <br />r <br />o N <br />�T <br />co (.0 <br />00 <br />LO <br />T <br />i O <br />T <br />T <br />E <br />c <br />Ch <br />0 <br />cc <br />Z <br />E O <br />cc <br />d <br />E <br />U -j <br />Q p <br />-j <br />JOB <br />NO: <br />20-8093 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />