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3 <br />v <br />m <br />LO <br />LO <br />cV <br />L0 <br />d <br />N <br />00 <br />0 <br />J <br />N <br />1 <br />N <br />m <br />N <br />Lo <br />v <br />CD <br />C <br />cnCr <br />0 <br />00 <br />to <br />LO <br />N <br />i <br />L0 <br />L <br />cnn <br />0 <br />Q <br />d <br />a <br />E <br />0 <br />v <br />LL <br />E2 <br />c <br />v <br />i <br />U <br />0 <br />b_ <br />0 <br />•U <br />3 <br />LZ <br />N <br />O <br />0 <br />O <br />d <br />N <br />N <br />O <br />N <br />0 <br />tz <br />Cii <br />43'-O" <br />TYP @2 J <br />STORY S6 <br />H.B.t <br />■................ ..... ■ ■ ■ ■ ■ ■ ■ .............. 0 .....E....■ <br />CPA <br />AC PAD <br />r----------�,�d. --- — — �.------------- <br />1 `' S3 �CO <br />- <br />50 <br />5 -4 16'-3" <br />TYP @ 2 STORY <br />�r <br />HVAC CHASE /� <br />BASED ON I — — : ; I 0'-01, <br />` LOCATION <br />J <br />S6 <br />A.■ <br />;� <br />°' INDICATES FILLED CELL w/ 3000 <br />( <br />PSI CONC. GROUT FROM FT. TO <br />00 <br />BEAM W/ (1) #5 REBAR VERT <br />r <br />\ ABOVE SLAB TYP @ ALL PLACES <br />iti <br />~ \ ( I 5-4SHOWN f ' SHOWN HOOKED FTG. DOWELS 5" <br />•' I \ ` jg�j� <br />in <br />EMBED W/ 25" EXT. ABOVE SLAB <br />_ r 1l I "GRADE 40 STEEL" <br />It <br />N <br />1 t <br />CJ \` tG�J� �\\ �\ LJt �* CJ : <br />� I \��—� �� 11 <br />GG �� � <br />I I <br />S3 �' PLUMBING LINE <br />o <br />I I I STUB UP TO _ I TO SECOND I <br />`� <br />` I I 2ND FLOOR -g' -O" ' FLOOR 7a" <br />■ ; I I FOR A/C :. '.'.:::::: :::::::..:. ■ <br />— <br />2'-6" x 2'-6" x 1'-0" <br />r <br />■ <br />W/ (3) #5'S E.W. <br />cq <br />1 T-14" I I <br />#5'S <br />L <br />■ 0' TOP OF CONC./ PAVER TO BE 4" <br />-0" <br />o <br />' <br />"v <br />S3 0 <br />TYP @ 2 J <br />. BELOW FIN. FLR. <br />I PROVIDE %z" x 9 %z° <br />1/8":PE <br />� SLOPE' <br />r. <br />2'-6" x 2'-6" x 1'-0" <br />M <br />STORY S6 <br />1 — — — — — — — — — RECESS FOR FRT. DOOR � ■ <br />-4" <br />W/ (3) #5 S E.W. <br />- <br />UJ <br />OP <br />_ _ <br />I (2) #5 REBAR <br />/ BUILDER TO PROVIDE CC VERTICALS w/ in I <br />I <br />N <br />2 #5'S N <br />) N <br />_ <br />3-1/2" MIN 3000 PSI CONC. \ APPLIANCE PROTECTION S3 FILLED CELL <br />1/811.11-01, <br />F <br />PROVIDE 1 y2" SLAB FOR HERNANDO I I ` WHEN REQUIRED PER FBC <br />I I 2 STORY <br />4 <br />zo <br />N <br />� <br />I SLOP* <br />RECESS FOR COUNTY ONLY <br />SGD. REFER TO 3-1/2" MIN 2500 PSI CONC I <br />L <br />I MASON'S SLOPE SLAB OVER 6 MIL <br />L_ S3 <br />I FOR WIDTH VISQUEEN VAPOR <br />BARRIER <br />— <br />■ I I <br />■ ; ( CHASE EDGE OF SLAB 2" <br />I BEYOND WALL <br />LAND I SLOPE <br />I KITCHEN ISLAND SO <br />4'-0' <br />LOW WALLS ( <br />� <br />CJ I <br />Zn <br />o <br />04 <br />II I -I- CJ <br />�IlrC `" I <br />q <br />II I L-----------� I J <br />IIL�JII- S3 <br />�, <br />II r III Y <br />u L Ju Z o'-o° <br />L== J W I -3 1!2" I <br />3 I <br />■ I 6'-0" <br />I I (2) #5 REBAR <br />S3 VERTICALS w/ in <br />S3 <br />I FILLED CELL <br />I <br />Q <br />��, I _ 2 STORY VERIFY LOCATION <br />— I ---I*- --� _---tfCiRICAtP#NEl—'—--------J <br />� <br />• �J—\ 1.... . . . <br />N <br />N <br />6'-4" <br />• e <br />VEF IFY METER LOCATION <br />J WITI BUILDER <br />S6 <br />TYP @ 2 STORY <br />6'-0" L 6'-0" <br />16-0" <br />I <br />FOUNDATION PLAN - 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 />UPPER 1/3 OF SLAB <br />OR FIBERMESH <br />REINF. SEE PLAN. <br />1/8" SAWCUT x 1/4 SLAB <br />THICKNESS WHERE <br />SHOWN ON <br />FOUNDATION PLAN <br />UJ <br />W J <br />U:: <br />SIC - <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 />;r, '`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 />_o <br />ca <br />Uj <br />". <br />a w <br />�v ca <br />�4 <br />-- <br />v' •c e <br />y a <br />as eR <br />"-'= <br />� o <br />mot® <br />CC <br />67 94 <br />c� <br />E <br />I <br />' ✓ e <br />�pFFSS lO�i` <br />o� <br />k114(f `� <br />To the best of the Engineer's knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />V) <br />mm <br />W <br />4 <br />a E <br />O M <br />9) <br />N 0 <br />N <br />vi <br />LO <br />ti <br />M LL <br />LL W <br />z 0 <br />0 <br />- <br />m c <br />0 <br />0 <br />LU <br />�. <br />ILt0 <br />LO N Z Q J <br />ZN <br />OU < 0 <br />W <br />o❑ <br />z N M <br />o g <br />z 8 <br />z 8� <br />a <br />J <br />U)V) <br />N <br />m <br />z <br />0.1 <br />LL <br />+-1 <br />Lu <br />( D <br />0 <br />S <br />u) <br />� <br />yzN=):§ <br />(0 <br />U) <br />U <br />W <br />J <br />I- - E <br />— � s <br />i <br />=w� <br />c 1! Y <br />Q <br />• <br />Q <br />to <br />w <br />co <br />20 0 <br />ZZ2 <br />LL <br />c6 E <br />E OU <br />zo <br />o <br />LL <br />w <br />>� <br />a R <br />Z® <br />0 a <br />♦— r6 <br />CL <br />x <br />O <br />O <br />o <br />`o <br />F <br />ao <br />ww <br />g? <br />(,O <br />z <br />OY <br />mn <br />F0 <br />OLL <br />Z, <br />J <br />w <br />>2z <br />N <br />H <br />g0 <br />son <br />Q_ <br />LL <br />m w <br />yy <br />o <br />w` <br />�0 <br />o <br />Z¢ <br />x <br />Uri <br />.2 p <br />J <br />ai <br />rn <br />m <br />Q <br />F — <br />00 <br />A�� <br />j <br />J <br />Q <br />O <br />m <br />m <br />LO <br />T <br />U <br />Cn <br />TT <br />V, <br />L01 <br />LLL CN <br />C) <br />N N <br />LO <br />LO <br />CV <br />Q <br />LO <br />co <br />E <br />c 00 <br />co04 <br />Z <br />,q <br />Z <br />E 1— <br />T <br />C <br />C <br />d <br />U .°r <br />Q p <br />Q <br />JOB <br />NO: <br />22-12362 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6.0 <br />