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3 <br />x <br />Q <br />L0 <br />v <br />cn� <br />0 <br />0 <br />co <br />CV <br />J <br />110 <br />I <br />M <br />i <br />x <br />rn <br />v <br />v <br />0 <br />00 <br />C) <br />CV <br />0 <br />J <br />W2 <br />CZ) <br />0 <br />I <br />ro <br />N <br />0 <br />= <br />to <br />v <br />Cr <br />O <br />.a <br />C <br />3 <br />a <br />N <br />O <br />i <br />a <br />d) <br />E <br />v <br />c <br />c <br />a: <br />c <br />0 <br />0 <br />J <br />CD <br />fa.. <br />N <br />O <br />cD <br />0 <br />a <br />0 <br />d <br />M <br />N <br />N <br />c\D <br />ri <br />ai <br />0 <br />d <br />0 <br />z <br />W <br />m <br />0 <br />N <br />-1 <br />V-6" 5-7 8„ 6, 48,. 6' 0" 6' 0„ 6 0" 6 0" 6' 0„ 5, �, 1$„ <br />TYP @ 1 STORY <br />U.N.O. <br />VERIFY METER <br />A LOCATION WITH T-0" <br />S3 BUILDER tH.B. <br />�---------� <br />--- <br />-:� <br />------�::i —�� <br />—(-----� <br />60 <br />VERIFY LOCATION <br />�--- <br />`O <br />/I <br />\� <br />ly <br />��_--,-- <br />2 #5 REBAR <br />4'-0" <br />12'-1" <br />/ N <br />�WH•i <br />ELECTRICAL PANEL <br />VERTICALS in <br />w/ <br />BUILDER TO PROVIDE <br />FILLED CELL <br />: <br />10.-01 <br />:: <br />I : ; <br />2,_g' <br />APPLIANCE PROTECTION <br />■ <br />I <br />:: <br />; : <br />I : ; <br />WHEN REQUIRED PER <br />_ <br />FBC <br />35-4" <br />20'-6" <br />N <br />I <br />I <br />J <br />S3 <br />CoV <br />_ <br />EDGE OF SLAB 2" <br />IT <br />A.■ <br />I CJ <br />:: <br />.GJ <br />I : <br />BEYOND WALL <br />I <br />1' <br />5-3"1'-10" 3'-6" <br />1 <br />Lcv <br />I <br />ih <br />rJ <br />I <br />O0) <br />N <br />(2) #5 REBAR <br />I r <br />;'ram <br />VERTICALS w/ in <br />( <br />I OPT. WI <br />I I OPT. D 3 1/2" <br />c> <br />FILLED CELL <br />Im <br />2'-6'x2'-6'X1'-0"FTG G <br />W/ (3) #5 E.W. S3 <br />r 1 <br />LJ <br />: C :_ _:_ :� �T <br />I L--J <br />L----JL----�: <br />11 • . <br />T-5" <br />SLOPE <br />(2) #5 REBAR <br />F�l <br />2' 6" x 2'-6" x V-0" <br />N <br />AHU <br />TICALS / In I <br />W/ (3) #5'S E.W. <br />TYP @ 1 STORY <br />I <br />: ; <br />I <br />CC <br />FILLED CELL <br />U.N.O. <br />S3 <br />°° <br />CJ <br />CJ �/ <br />--—� <br />T <br />I <br />�00 <br />25'-10128" <br />/ / <br />9'-5128 <br />■ 4'-4" <br />2'-6"x2'-6"X1'-0" FTG <br />- <br />i <br />/ <br />W/ (3) #5 E.W. <br />/ <br />3-1/2" MIN 3000 PSI CONC./ / <br />S3 <br />INDICATES FILLED CELL w/ 3000 PSI <br />SLAB FOR HERNANDO / / <br />/ <br />PROVIDE Y2' x 9 Y2' "' <br />SLOPE <br />(2) #5 REBAR <br />CONC. GROUT FROM FT. TO BEAM <br />COUNTY ONLY / i <br />RECESS FOR FRT. OOR <br />VERTICALS w/ in <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />3-1/2" MIN 2500 PSkddNC <br />TOP PAVER 0 BE <br />4'-0" I <br />4'-4" 4'-6" <br />FILLED CELL <br />I TYP @ ALL PLACES SHOWN <br />SLAB OVER 6 W R1 VISQUEEN <br />0 0„ <br />4°BELOW FIN. FLR <br />L W FIN. <br />..... ' ' <br />. <br />. ■ <br />HOOKED FTG. DOWELS 5" EMBED I <br />VAPOR BA M/EP <br />........::::::::::: <br />' • ..::: <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />/ / <br />/ / <br />.: y■ <br />' <br />STEEL" <br />/ <br />— — — — <br />— •— — — — — <br />4'-0" <br />/ i <br />16-10" <br />12'-10" <br />b <br />STEPS AS <br />I <br />/ i / <br />/ / nr='=='�; <br />v <br />v <br />REQUIRED <br />PER FIELD <br />: <br />I <br />I <br />/ / KITCHEN ISLAND <br />LOW WALLS <br />III I• • <br />III OPT. 1:: <br />• . .................... <br />icj: <br />10'-104" <br />CONDITIONS <br />- - - - - - - - <br />I. <br />■ • <br />C / <br />_ _ <br />C,� REF. <br />-1- �J- <br />CJ -I-� 1 <br />• ■ <br />/ I -- - <br />PROVIDE 1 Y2" RECESS / / i — - - - � - - - - - - - - "-- -- <br />CHASE TO <br />:: <br />- - - - - <br />- - <br />�/ <br />- - - <br />TYP @ 1 <br />— — <br />I / <br />FOR SGD. REFER TO / <br />{ <br />I <br />STORY U.N.O. <br />Il <br />' <br />- <br />N <br />oo <br />L <br />S3 <br />MASON'S SLOPE FOR <br />WIDTH <br />D.W. IILI II � 111 <br />; , '�' <br />' ' lit <br />:: <br />oo <br />in <br />v <br />I <br />M L�---�LJI__J�-- <br />llj <br />S3 <br />'n <br />Lo <br />/ / <br />SINK / DISP <br />3112" <br />I <br />L__ <br />/ 16'-0" <br />2,_�„ <br />6'-10" ..... <br />I :. <br />1 I+ t <br />:. C, III <br />0'-0" I = <br />�• <br />■• <br />// <br />�HVACCHASE <br />L II1 <br />I <br />r> <br />AC PAD <br />-0" <br />j/ BASED ON <br />/ LOCATION <br />r� ��� <br />\ <br />I _ <br />:: <br />t <br />----� I <br />/ t <br />o <br />--------- <br />LIN <br />i <br />--- " --- <br />— —--------- <br />.. <br />--------- <br />— <br />—�i -- t----------� <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />5-0" 5'-10" T-10" <br />6-0" 1, 6'-0" L 3'-10" L 2'-1064' L 5'-116„ <br />5'-0" <br />5-4- <br />FOUNDATION PLAN - <br />ELEV-Al <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 />w z <br />co <br />co <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />;= <br />#5 CONTINUOUS <br />REINF. SEE FIND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />_ <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />_ <br />"Alternate: <br />I j <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. <br />CORNER BAR DETAIL <br />SCALE: 3/4" = 1'-0" <br />c+7 <br />N <br />0 <br />N <br />c <br />� W <br />LL9 <br />C4 <br />N <br />Yz fV <br />c <br />d. ® -- <br />.i <br />F <br />O vr,�`��`���F <br />t<'e� y r' <br />To the best of the Engineers knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />N <br />W E <br />8 <br />�a ry o <br />V w C C) N r <br />0 No <br />N <br />Cn �° <br />rMy1 <br />N S J <br />a JLLL w LU <br />0- <br />Z — - — d Y <br />co <br />(0 C 0)co <br />O <br />o <br />i4 N CD <br />W U) m <br />J <br />z - LL <br />LO r7 Z ¢ <br />J 0 <br />ry <br />O U U O <br />Z <br />W ❑ El <br />N <br />q(0 <br />o <br />v <br />C; 0 <br />�-1 z <br />LL <br />, l <br />T <br />L:J r <br />�0 <br />O g <br />Nr ^ N <br />_ L•_t J <br />E <br />. <br />-- � g <br />— <br />' <br />r N <br />o <br />J <br />� <br />Z <br />a <br />C6 <br />7 <br />LO <br />lJ <br />�Co <br />wZ <br />o a <br />_ <br />cD <br />a <br />U:) <br />o <br />4 <br />0 Y <br />n o <br />� tt <br />0� <br />�z <br />a <br />[n <br />o <br />m <br />op <br />wLL <br />a 0 <br />aw <br />k <br />a� <br />T� <br />sO <br />= <br />> co <br />L J <br />01 <br />N <br />Q <br />CL <br />L <br />00 <br />CID <br />0 <br />IL <br />Y <br />CT °O <br />N <br />r <br />� J <br />O <br />N <br />LiMJ <br />m <br />= <br />•L�(A, <br />O <br />r <br />Q <br />ice-+ LL CM <br />I <br />N <br />rco <br />LO <br />(D <br />r <br />LO U') <br />T <br />E <br />CD <br />c <br />o <br />z <br />t6 <br />Z <br />7 /1 <br />E O N <br />m <br />0- <br />E 'a ca <br />U < 0 <br />c <br />c <br />-j <br />JOB <br />NO: 23-06133 <br />SCALE : AS NOTED <br />SHEET NO. <br />6 <br />