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.. - A., , _,n t111... it ,._­. °111�.1 Illt 11 I p, .. 11 III: 1 <br />3 <br />-v <br />LO <br />m <br />rn <br />0 <br />0 <br />V) <br />0 <br />N <br />0 <br />Z. <br />N <br />O) <br />N <br />O <br />I <br />m <br />rn <br />r[7 <br />rn <br />a <br />N <br />9 <br />M <br />M <br />O <br />I <br />L0 <br />0 <br />Cn <br />0 <br />.a <br />3 <br />F"- <br />N <br />N <br />a <br />NC <br />C <br />v <br />J <br />N <br />LZ <br />0 <br />v <br />b <br />c <br />0 <br />v1 <br />N <br />N <br />.O <br />U <br />d <br />y <br />I <br />Y <br />i <br />0 <br />O <br />O <br />N <br />N <br />M <br />N <br />ci <br />0 <br />0 <br />0 <br />a <br />Cl <br />0 <br />N <br />N <br />0 <br />Q <br />0 <br />C <br />v <br />5'- <br />6'-4$' <br />6-0" <br />TYP @ 1 STORY <br />U.N.O. <br />A <br />S3 <br />55'-10" <br />C:03111 <br />65'-0" <br />W4 <br />W 1 <br />VERIF METER <br />LOCATION WITH <br />BUILDER <br />7-1 <br />t H.B. <br />I <br />'-7' <br />3" <br />�--\ <br />___ <br />_ ;ems:_ :;':.• <br />—�^ <br />....,............................. <br />— _ _____ <br />— — �— <br />�;.I <br />—(---- <br />o o <br />' <br />— <br />CO <br />� <br />VERIFY LOCATION <br />2 #5 REBAR <br />4'-0" <br />12'-1" <br />/ N <br />,WH•i <br />ELECTRICAL PANEL <br />VERTICALS w/ in <br />l <br />BUILDER TO PROVIDE <br />FILLED CELL <br />I 0'-0" <br />: <br />(: ' <br />Z-6" <br />APPLIANCE PROTECTION <br />■; <br />I <br />:: <br />: <br />I : ; <br />WHEN REQUIRED PER <br />i <br />; <br />FBC <br />35 4" <br />20'-6" <br />M2 <br />r <br />N <br />I Imp <br />I <br />I K o <br />J <br />T <br />T <br />I: S3 <br />fV <br />S3 <br />Z-74" <br />4'-9" <br />4'-10" <br />i <br />I <br />EDGE OF SLAB 2" <br />I <br />;- <br />■ <br />I CJ <br />:: <br />GJ <br />I : <br />BEYOND WALL I CJ <br />o� <br />I <br />5'-3" 1'-10" 3'-6" <br />II <br />CV r <br />(2) #5 REBAR <br />IL_ <br />,- <br />I f <br />cTa <br />— <br />VERTICALS w/ in <br />-1 <br />I OPT. WI 11 <br />OPT. D r -3 1 /2" <br />I <br />r> <br />FILLED CELL <br />: <br />2'-6'x2'-6 X1'-0" FTG G <br />W/ (3) #5 E.W. S3 <br />r <br />_ <br />�. _._ �. �� <br />I L_� J I <br />L — — — — <br />I 1•. <br />L — — — — <br />3'-5" <br />SLOPE I <br />�� 7 1, <br />(2) #5 REBAR <br />i • : T <br />y I �� <br />2'-6" x 2'-6" x 1'-0" <br />TYP @ 1 STORY <br />I IMt <br />I :: AHU <br />( <br />I <br />VERTICALS w/ in I <br />W/ 3 #5'S E.W. <br />U.N.O. A <br />CC <br />S3 <br />FILLED CELL <br />CJ <br />— — J <br />T <br />�CJ �l// :: ( <br />- .......:. ' '_ '_ ' '._ '_ '_ <br />- <br />25 -1012al.:... <br />..... <br />g'-51 $„ <br />_ _ <br />. <br />2'-6"x2'-6"X1'-0" FTG <br />6-3" <br />3-1/2" MIN 3000 PSI CONC./ / <br />W/ (3) #5 E.W. _ <br />Cl)I <br />4,t <br />I <br />L <br />- <br />r <br />INDICATES FILLED CELL w/ 3000 PSI I <br />SLAB FOR HERNANDO/ �/ <br />PROVIDE Y2' x 9 Y2' "' <br />E <br />��� SLOPE <br />( <br />S3 <br />(2) #5 REBAR <br />CONC. GROUT FROM FT.. TO BEAM <br />COUNTY ONLY / / <br />RECESS FOR FRT. POOR <br />_ <br />VERTICALS w/ in <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />3-1/2" MIN 2500 PSi GONC <br />TOP OF CONC./ PAVER 0 BE <br />4'-0" <br />I <br />-4 <br />4'" 4'-6" <br />FILLED CELL <br />I TYP @ ALL PLACES SHOWN <br />/ <br />SLAB OVER 6 M�LVISQUEEN <br />0'-0 t� <br />4" BELOW FIN. FLR. <br />■ ` <br />: ■ <br />■ <br />HOOKED FTG. DOWELS 5" EMBED I <br />VAPOR BARI R <br />. •................................. <br />............ <br />. ... ' ' ..... <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />/ i / <br />......... <br />I ' <br />.............� .......... . <br />STEEL"----- <br />0 <br />4'-0" <br />/ i / <br />16-10" <br />..12'-10" <br />o <br />; :. <br />10'-104 <br />STEPS AS <br />REQUIRED <br />PER FIELD <br />( / / <br />/ / KITCHEN ISLAND If I. • _ <br />/ / LOW WALLS III OPT. I:: , . <br />I <br />CONDITIONS <br />■' <br />/ <br />--------� <br />CJIII REF. I. <br />�J- <br />CIL - <br />— — — /e-,t---I-- <br />PROVIDE I'/z"RECESS %/ — <br />— <br />— <br />_----_----1===—=--== <br />— _ = _ _ = <br />__ <br />TO ISLRNE <br />— <br />— <br />— <br />— — — <br />——CJ—aljl — <br />/ \I! <br />tl� `' <br />— — — <br />TYP @1 <br />r <br />/ I F <br />FOR SGD. REFER TO <br />117 l I CHASE <br />_)r <br />:. <br />/ t <br />I <br />STORY U.N.O. <br />L <br />I I <br />Ilr <br />1 <br />N <br />60 <br />MASON'S SLOPE FOR I I <br />D.W. I III �' II �' III I <br />I <br />• •� <br />• • • <br />lit <br />eo <br />A �' <br />in <br />0 <br />� <br />Ito—MNWIDTH <br />I LL�__�tLl—Jl_=J�-- <br />I <br />III <br />S3 <br />`n <br />`n <br />/ / <br />S3 / <br />SINK I DISP <br />I 1 <br />�"' <br />-3 1 /2" <br />L— <br />/ z <br />I / i/ 16'-0" <br />2 -t <br />6'-10" <br />I <br />I} t <br />IY <br />0 0 I ■ <br />HVAC CHASE <br />t <br />■ <br />//� BASED ON <br />/i/ LOCATION <br />-------_--� t <br />ih <br />vd <br />AC PAD <br />--------- i---- <br />�� ` --- —+-- --------- <br />---------I-- <br />_ <br />(" <br />—tl -- I�•-- <br />I <br />------J <br />r <br />J� <br />1 <br />H.B+ <br />54" V-9$" 3'-2 3, <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />-10" 2'-106 „ L 5'-1164,E <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 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 Q <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = l'-O" <br />',� 'r <br />•:; <br />•v' <br />#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />' = <br />•. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />*"Alternate: <br />' •; <br />The reinf. bars shall be <br />��;,; �'�� ,; �';�; • ��;•; !'�� •; �'��; <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" = 1'-O" <br />� O <br />co <br />m 0- <br />� � N <br />�, ca <br />4 <br />= 0 ¢ <br />a ... O O <br />C. C'6 s® <br />N <br />O <br />N <br />M_ <br />y <br />>.. <br />is <br />t <br />s �" • s � <br />£f <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 />Engineers signature and seal. <br />MM r� <br />r <br />W E m n <br />Q O M 8coik <br />V 4 Cf J LL <br />(0 <br />0� ic) <br />N W rO h b J W d <br />Q Q j M �t LL a Y <br />ALL"- Lu 3:o <br />Z me `$O <br />r @ G O F- W <br />N co L O J <br />W��°' ¢ a a <br />Z N M Z R LD <br />LL n <br />Z OU ULL �vvi <br />V mf`') <br />N CJ <br />o <br />:2: <br />z <br />o <br />d �* <br />J <br />E3 <br />— N <br />M <br />FL <br />� <br />- <br />- <br />LIJ N <br />O g <br />Tra N <br />& <br />"- <br />U <br />1 J s <br />win <br />g <br />z t g <br />) y <br />0 <br />c m T <br />®0 <br />co <br />¢ N oCo <br />O <br />w <br />M <br />m o <br />Z <br />z <br />Li <br />E <br />z o <br />c <br />-o <br />> <br />zo <br /><R <br />�= O <br />ze <br />oa <br />t— <br />_ <br />Xo <br />O <br />oo <br />O <br />O <br />N h <br />aF <br />O <br />ao <br />¢ <br />Oa <br />a Z <br />¢W <br />L <br />::,- n3 <br />C: <br />O <br />ZZ <br />O Y <br />m <br />� c <br />ZLL <br />Q) <br />z <br />a z <br />vi J <br />a <br />OE <br />Zz <br />�O <br />In_j <br />o�LL <br />�o <br />a <br />�nw <br />_ <br />az <br />o <br />m� <br />>_ <br />O <br />V <br />zla <br />aF <br />3 <br />O <br />y <br />% (0 <br />I..V <br />n ' <br />L / <br />✓T <br />L' <br />F- <br />N <br />O <br />Cr <br />O <br />Y <br />M <br />SL <br />m <br />T <br />QI <br />-J N <br />� <br />c) <br />� <br />U <br />Q <br />T <br />N <br />T <br />N <br />E <br />Z <br />O <br />Z <br />Z <br />E T rn <br />E <br />c`o <br />c <br />n <br />U _j Q <br />JOB <br />NO: 22-02392 <br />SCALE : AS NOTED <br />SHEET NO. <br />6 <br />