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r�{r� q �tIPR' 1�1�11'�1'I •IRP- T • • „� +r 1 <br />c <br />C <br />d <br />5'.4" 1 <br />T-0" <br />H.Bt <br />I <br />A <br />TYP @ 1 STORY S3 <br />U.N.O. <br />2'-10�" 5'-11 <br />r: <br />....................................... F`_\=(`�,........:......,,... .. ............... ........... .. <br />.7 <br />-------- f---- \ --. —�--------------------�— <br />......— _ _ _._. ......� <br />— -�C--- -I---iti----- <br />ih <br />I <br />\ 16'-0" I 2'-9a,. 6'-10" • 'I <br />r 1 + I1 0'-0" I ■ <br />°° <br />SINK IDISP <br />I <br />C0\ <br />A - <br />ND.W. <br />o_ <br />1III 0 III <br />IB : <br />IL —— —_ J_L—_=_ =J _ _ CHASE TO ISD <br />I <br />/ <br />I I I <br />S . <br />TYP @ 1 <br />_ —��_ ----------- rn--= _ <br />— — <br />�— — — — <br />—I: <br />T — — <br />■ 1 ill <br />\ II <br />I i <br />STORY U.N.O. <br />STEPS AS <br />REQUIRED <br />OPT. <br />CJ — — — — CJ OPT. T eJ— CJ <br />PROVIDE 1 Y2' RECESS � — — — — — — — — <br />I FOR SGD. REFER TO III REF. ::: • • • <br />CJ y I -I ■ <br />• • • • 10'-104" <br />PER FIELD <br />MASON'S SLOPE FOR KITCHEN ISLAND <br />' ' <br />CONDITIONS <br />u�—• <br />I WIDTH �I� LOW WALLS 1 •: <br />_ <br />4'-0" <br />I 16-10" <br />12-10' <br />o <br />INDICATES FILLED CELL w/ 3000 PSI <br />v <br />CONC. GROUT FROM FT. TO BEAM <br />� <br />— — — — —.— — — — — —J <br />W/ (1) #5 REBAR VERT ABOVE SLAB .................................. ........... ... ...... <br />........ <br />.. .. •. <br />... .. .. <br />` I TYP @ ALL PLACES SHOWN I I ................... <br />\ S TOP OF CONC./ PAVER T BE C <br />■ ■ ■ <br />■ 4'-0" <br />4'-4" <br />4'-6" <br />01 <br />(2) #5 REBAR <br />HOOKED FTG. DOWELS 5" EMBED 0'-0" <br />I HVAC CHASE BELOW FIN. FLR. <br />VERTICALS w/ in <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />I STEEL" �� BASED ON <br />SLOPES <br />FILLED CELL <br />PROVIDE Y2" x 9" <br />1 \LOCATION RECESS FOR FRT. POOR C? <br />\ 2'-6"x2'-6"X1'-0" FTG 1O <br />I I <br />S3 <br />b <br />25'-1O� 8" 9'-5$" W/ (3) #5 E.W. <br />4.�.. <br />`n <br />"°° <br />7L&&JN <br />I —------- <br />— — — — --i—I— — — —�I .. _ ......_. <br />-mac <br />I CJ CJ � •� .. I <br />(2) #5 REBAR <br />—jinI <br />00 <br />TYP @ 1 STORY S3 <br />SCC <br />U.N.O. <br />_ S3 <br />VERTICALS w <br />I �ri I AHIJ I I <br />FILLED CELL <br />12'-6"x2'-6'x1'-0" FTG :: _ _ _ _ _ : I ; ^ 3'-5" <br />7'-1" <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />I W/ (3) #5 E.W. G • � �, �.� � ;— _ _ _ _, _ _ _ _ I : -3 1!2" <br />(2) #5 REBAR <br />�,� <br />� � � <br />S3 L J 1 11 F�� 1 <br />SLOPE I <br />Av <br />Cn <br />VERTICALS in <br />FILLED CELL <br />I I <br />- r� I OPT. D I I PT. W : <br />5'4" 1'-10" T-6" <br />I o <br />II <br />ilcj <br />■ . CJ — CJ <br />rn <br />3-1/2" MIN 3000 PSI CONC. I I 2'-73- 7'-10" V-I': EDGE OF SLAB 2" I <br />I <br />iD <br />T <br />SLAB FOR HERNANDO BEYOND WALL <br />I <br />COUNTY ONLY <br />I I ' K <br />J <br />iv <br />3-1/2" MIN 2500 PSI CONC ,�, • - <br />S3 <br />10 <br />SLAB OVER 6 MIL VISQUEEN Cl)^ S3 <br />(' <br />VAPOR BARRIER iv <br />■; I <br />I <br />BUILDER TO <br />0'-01, <br />PROVIDE <br />(2) #5 REBAR I <br />I <br />APPLIANCE <br />VERTICALS Win <br />4'-0" <br />12'-1" ' <br />.� �-' <br />PROTECTION <br />FILLED CELL I <br />/'W.H. <br />WHEN REQUIRED <br />----------�— <br />--- <br />—�/► _,_,�/1----fL�-- <br />• \nyyi <br />------�' <br />♦—i <br />—sue— <br />PER FBC -- <br />— <br />------J <br />- <br />, <br />�J <br />. ,e•, . , r.. . r r r . r r , <br />, . ... .:. r . , . .•. . . . . . , . r , r:, . . . . . . . . , <br />co <br />■. ,:, . . . . , r , r . r . , r .:. <br />r . , , . <br />_� <br />■ <br />■ <br />■ ■ <br />q H.B.+ <br />S3 <br />TYP @ 1 STORY <br />5._7Q" 6-4R. U.N.O. 6-0" 6'-01, 6'-0" 6'-0" 6'-0" 6-23g" 7._ig <br />8'-6" <br />FOUNDATION PLAN MONO - ELEV-Al <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 />WJVF 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 />LF <br />— �� w z <br />wCn _j <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />-#5 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 />lzlRagrr <br />� '••. <br />K <br />=: u; <br />E•SIONi <br />•�� <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 signature and seal. <br />to <br />F <br />Q <br />0 <br />o f co n <br />m r at p N - ap <br />aJt <br />j. <br />0 <br />Lo <br />u_ <br />) 0 C ZR <br />it t <br />a <br />U <br />�r`-LL <br />mcvoaa mvLvi�LLLL �[ w <br />03 <br />O <br />—vim 0 <br />IiL <br />7 2 r- (O m 0 J <br />W <br />Z <br />IL <br />�rnrn <br />a <br />N cr) a' rn 0 <br />Z <br />0 C) co <br />W <br />17-�l] <br />0 <br />Z � <br />z QNLO <br />J V <br />V) <br />_ N <br />z <br />4 <br />fLj <br />N <br />u r e <br />� p <br />U <br />LU 8 <br />L,r) <br />c 'd <br />'. <br />� — E <br />w� <br />I <br />t <br />c rR <br />• <br />-o <br />0 <br />s�o <br />ti <br />o <br />CD <br />W <br />0 <br />tz� <br />d 0 <br />E U <br />�0 <br />a0 <br />Z0 <br />0 0 <br />_ CL <br />O <br />U <br />¢F <br />�U <br />O <br />0� <br />C) <br />Nw <br />i <br />Q2 <br />o <br />0 <br />W Z <br />¢W <br />w� <br />w <br />�C <br />_ <br />z <br />ox <br />U <br />m0 <br />zz <br />z <br />3 <br />. m <br />aw <br />Q W <br />Zz <br />W <br />ci 3 <br />0 LL <br /><o <br />a0 <br />�w <br />4 <br />�z <br />� <br />o <br />w� <br />>_ <br />t0 <br />za <br />a <br />03 <br />^ ' <br />Y ' <br />O <br />r n <br />W <br />N <br />Of <br />l4 <br />M <br />0 <br />L <br />> <br />J <br />T <br />.-. <br />•- <br />CN <br />O <br />a <br />to <br />L) <br />CO <br />T <br />co <br />_ (V <br />T <br />.�CD <br />T <br />T <br />� <br />T <br />T_ <br />T <br />00 <br />E <br />M <br />z <br />M <br />Z <br />C <br />E E O <br />H <br />� <br />m <br />C <br />a <br />c00 <br />¢ o <br />JOB <br />NO: <br />21-5016 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />