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C <br />TYP @ 2 STORY <br />J <br />S6 <br />TANKLESS rS <br />VERIFY METER LOC ION WH GAS STU t t g <br />WITH BUILDER r - - - OUT t <br />r — ��. — — � _ — AL�RIP�LACAAT•{AN — — — — — — — — — — <br />I ELECTRICAL PANEL <br />c <br />12 STORY <br />I \ J. <br />CC (2) #5 REBAR <br />io VERTICALS w/ in <br />S3 I <br />FILLED CELL <br />6'-0" 5'- " o I <br />■; r I <br />..0 ��Cn I I 31/2" I <br />u Ilo �o'-o° <br />9 <br />11L Ji Y I I I I J I <br />z �---- <br />r,� ------- ,LL� JJ� <br />� I I <br />CN 4'-11" <br />4,-0„ <br />I ( II " Ir - _ - -_ CJ <br />L_ _ <br />11 F _ II <br />- <br />�r� -- ------ `KITCHE � I <br />r <br />N <br />OPE <br />I I SLR <br />CHASE <br />LOW WALLS TO <br />' TO I <br />I <br />■ : I ISLAND I <br />EDGE OF SLAB 2" <br />T <br />r <br />■ . I BEYOND WALL I <br />r <br />I 1 3-1/2" MIN 3000 PSI CONC. <br />L <br />SLAB FOR HERNANDO I I <br />S3 <br />I COUNTY ONLY <br />to <br />SLOPE <br />I 3-1/2" MIN 2500 PSI CONC I I I <br />SLAB OVER 6 MIL <br />io <br />1/8":1-O' <br />I I I 2 STORY <br />PROVIDE 1 Y2" VISQUEEN VAPOR I <br />RECESS FOR (2) #5 REBAR <br />BARRIER <br />L_ <br />SGD. REFER TO I I S3 VERTICALS w/ in I <br />I <br />_ <br />— — <br />MASON'S SLOPE FILLED CELL <br />■: I FOR WIDTH -r-CJ I L----------+—-------� <br />_ - - <br />It— <br />'4 <br />N <br />N <br />o <br />o <br />`� <br />--------- — ------ <br />Te <br />TYP @ 2 J <br />I I PROVIDE YZ' x 9 Yi' <br />I <br />-4" SLOPES <br />2'-6" x 2'-6" x 1'-0" <br />S6 <br />RECESS FOR FRT. DOOR <br />i <br />W/ (3) #5'S E.W. <br />■ : TOP OF CONC./ PAVER TO BE 4" <br />o <br />d <br />0 <br />17-14" BELOW FIN. FLR. <br />L <br />I I <br />S3 <br />M <br />I I <br />I I ; ■ <br />c� <br />2'-6" x 2,_6n X 1, /N, <br />STUB UP TO 1,_9„ _0,.. ...... 13'-74„ : ■ <br />I I I2ND <br />.- <br />— — <br />W/ (3) #5''S E.W..J <br />FLOOR PLUMBING LINE <br />I <br />I I I I FOR A/C I TO SECOND <br />GG FLOOR <br />�,. <br />1 CJ I, '� ��/ r11 CJ <br />, <br />iV <br />0 <br />N <br />rri <br />_ <br />1 T <br />i I I e <br />'I <br />I 19'-0" �' �' 5'-4ys"L { INDICATES FILLED CELL w/ 3000 <br />I j PSI CONC. GROUT FROM FT. TO <br />_ <br />BEAM W/ (1) #5 REBAR VERT <br />AB <br />@ALL PLACESABOVE <br />`~ <br />HOWNH HOOKED I <br />I SHOWN HOOKED FTG. DOWELS 5" <br />`n <br />o0 <br />n <br />i EMBED W/ 25 EXT. ABOVE SLAB <br />-J�', ��J I /� "GRADE 40 STEEL" <br />iv <br />■: ��' HVAC CHASE <br />BASED ON L J <br />I LOCATION �5,„ 16'-3" <br />S6 <br />°e I <br />GG :: <br />L------ <br />TYP @ 2 STORY <br />CPA <br />AC PAD <br />— — — a* -- — —--------J <br />■................ i ..... .... .... .... .... �.. ..... .............. ..... 0... <br />C�I <br />H.B.- <br />5'-4- <br />2'-1 <br />FOUNDATION PLAN - 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 <br />1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB <br />THICKNESS WHERE <br />OR FIBERMESH <br />SHOWN ON <br />REINF. SEE PLAN.— <br />FOUNDATION PLAN <br />to <br />' <br />• <br />� <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-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 />cunt. 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 />N <br />N <br />N <br />N <br />0 <br />-o <br />- <br />- G W <br />V <br />L r O <br />C CD C..4 N <br />}� x <br />� N W <br />d <br />tCJ <br />a <br />C" <br />A <br />C [— _ <br />Cc <br />o <br />d c., <br />w <br />0V%/A <br />�< <br />Ga • <br />+; :� f}vim' <br />.s, <br />ceRy <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 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 />U) <br />! $ <br />E - a 8 <br />g <br />N d0 <br />r 0 <br />di M <br />Q C J <br />J <br />�LL� <br />Z m '0 0) <br />a <br />a 52 <br />p4 <br />5 <br />WA�°�°' <br />Z cc 0 <br />a r' Z <br />LL <br />m w <br />d k <br />< <br />Z N OU <br />W <br />❑ 0 <br />C9 <br />r <br />L N <br />Z <br />z <br />J <br />a <br />IN z <br />LL <br />1 , — LL <br />�T <br />Tt+ • <br />CA <br />U <br />p� <br />0 W 8 <br />Ly N <br />Nco <br />u W <br />'® E <br />L <br />U � � <br />z • <br />z <br />M <br />0 <br />V5 <br />�E <br />o�za <br />E8 <br />f <br />Q <br />X V U <br />Ww <br />8 V <br />O � <br />N t <br />¢F <br />¢Z <br />zo <br />c� <br />ww <br />a <br />C <br />H <br />'0 <br />N- <br />O <br />Q W <br />Z <br />3 <br />CL <br />g� <br />aB <br />Z <br />W <br />w <br />= <br />I>� <br />�T <br />r <br />il< <br />i� <br />3 <br />C <br />C O <br />N <br />LO <br />LO <br />c <br />m <br />Q <br />C7 <br />H <br />Ln <br />CID <br />MO <br />T— <br />M <br />Q' <br />O <br />Y <br />Im <br />m <br />IN <br />Q <br />.Q 04 <br />O <br />CD <br />C14 <br />LO <br />U")CD <br />E <br />Ln to <br />z <br />c <br />E T � y <br />a <br />U � 'a p <br />JOB <br />NO: 22-06468 <br />SCALE : AS NOTED <br />SHEET NO. <br />6.0 <br />