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— - _ r r i - n _ _ — _ _ , - - _ _ nn"rws�n. nrr,.r nl--n•_. , , <br />_ I 111 1 1' 1 T <br />H.B.t <br />■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ <br />CPA <br />AC PAD <br />� —i —------- <br />--------- --- —tS3 <br />F N :: <br />co <br />: 5' 4" 16'-3'r <br />TYP @ 2 STORY <br />T <br />( HVAC CHASE :: <br />BASED ON I -- :: I I <br />� �\ LOCATION 96.07' <br />J <br />S6 <br />■ ; \ <br />INDICATES FILLED CELL w/ 3000 <br />I <br />PSI CONIC. GROUT FROM FT. TO <br />r <br />BEAM W/ (1) #5 REBAR VERT <br />_ <br />: I ; \ I I . • , , , • , , • , ABOVE SLAB TYP @ ALL PLACES <br />■ \ \ ` <br />' I jg ; , I I 5'-4u" I SHOWN HOOKED FfG. DOWELS 5" <br />, 16 EMBED W/ 25" EXT. ABOVE SLAB <br />r 11 t "GRADE 40 STEEL" <br />p <br />N <br />C, <br />lv CJ <br />; <br />CJ � II <br />GG , <br />orS <br />I •'- PLUMBING LINE I <br />STUB UP TO I TO SECOND I <br />iv <br />' I I 2ND FLOOR -9" -O'• ' FLOOR -7a' <br />■ I I A/C FOR .. : '. '.'. ' ::::: : :::::::: <br />_ — — <br />2r-6e x 7-6" x <br />_ <br />I L_ I ; ■ <br />r <br />W/ (3) #5''S E.W. <br />c <br />1T-1" I I <br />I <br />TOP OF CONCJ PAVER TO BE 4' <br />■ 196.07' <br />4 <br />0 <br />G <br />; BELOW FIN. FLR. <br />r: <br />= <br />TYP @ 2 J <br />t <br />I I PROVIDE /2" x 9 /i' <br />� SLOPE <br />2'-6" x 2'-6" x V-0" <br />#5'S E.W. <br />M <br />STORY S6 <br />I I RECESS FOR FRT.W/ <br />DOOR <br />g5.74' <br />(3) <br />' <br />Ci <br />I <br />o <br />DOWN <br />1 (2) #5 REBAR <br />I �_ / BUILDER TO PROVIDE CC VERTICALS w/ in <br />3-1/2" MIN 3000 PSI CONC. I APPLIANCE PROTECTION S3 <br />N <br />&95.74' <br />FILLED CELL <br />= <br />1/8"A'_O" <br />PROVIDE 1 Y2" SLAB FOR HERNANDO I I ` WHEN REQUIRED PER FBC 2 STORY <br />I I <br />SLOP <br />( I NLY <br />02500 I <br />301 2N NTY <br />SGDRECEREFESS R TO PSI CONIC I <br />L <br />I MASON'S SLOPE SLAB OVER 6 MIL I I <br />L S3 <br />FOR WIDTH VISQUEEN VAPOR I <br />— <br />I BARRIER <br />I I I I <br />I <br />EDGE OF SLAB 2" <br />■ : I CHASE I <br />I BEYOND WALLTO I <br />KITCHEN ISLANDI ISLAND I SLOPE 1I <br />LOW WALLS <br />= <br />co <br />4'-0" <br />- <br />Fill - l <br />----- --- <br />11 TICJ� <br />o <br />-- <br />N <br />CJ <br />■:iQii 20,-6 <br />I i <br />L- -JJ = 4" <br />OP - I I <br />.- <br />_ L-----------� J <br />iLkJ1- I S3 <br />r � ,d <br />L illl�z :96:077j I &95.78' <br />■ • I 6'-0" <br />I <br />I I (2) #5 REBAR <br />r VERTICALS w/ in <br />ES3 <br />' FILLED CELL <br />I `O r�-�� I <br />1 �_L 1 2 STORY VERIFY LOCATION <br />�---ftEMIC*tPAftEI----------J <br />I."--- <br />i� <br />. ........... <br />J <br />S6 <br />TYP @ 2 STORY <br />6'-0" <br />w r <br />Y METER LOCATION <br />BUILDER <br />5'-0" <br />FOUNDATION PLAN — 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 8 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 />LU <br />w� <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />,'--#5 <br />CONTINUOUS <br />,��., . • " <br />r' <br />REINF. SEE FND. FOR <br />•,,C�:;::.'�,ih.' <br />_ <br />QUANTITY <br />' ', ; •'I <br />:I ; <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />ti <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />"*Alternate: <br />- <br />�•. <br />The reinf. bars shall be <br />- ----ter »- �-.=;:�-y <br />�; �; �� �r. �; �; <br />cont. around corner by cold <br />,: ` .: ` ` ,: • <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />e+'7 <br />N <br />O <br />N <br />00 <br />� c <br />0 <br />d <br />0- > W <br />f? <br />z_;C, <br />a,- Co <br />Li cz.0 10 " " <br />co <br />N O a_ <br />•� <br />O <br />d � <br />d <br />d <br />6 <br />i <br />d Cl <br />cr_ u'3 ea <br />�C d d t1 <br />d cc <br />C= '— o <br />a <br />c � <br />o <br />b <br />Cn <br />N <br />0 <br />N <br />F=1,�J� <br />. • <br />0 <br />co <br />;11•^� STATE Or .�441 <br />•••• <br />` .l1 It ••' �•-, h <br />t��, 1. <br />F � , • • <br />`aAg1� <br />�I': , ' i•� rye,.. <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 />F E S N <br />a 8 m� <br />N <br />V O <br />di y C', L', wa <br />w <br />ai C', <br />a �LLLL 2 a Y <br />J 55 z <br />on <br />Z <br />c O <br />tmg og <br />M o <br />WE� <br />�mc-crm�¢ <br />too <br /><ow <br />N 04 [7 Z U H <br />LLW <br />W <br />o � o00 <br />a <br />W <br />Z C*, m <br />Z � <br />Z <br />v) Z <br />4 N <br />fp o <br />p <br />U <br />0 r„ s <br />c) N <br />V ' 7 <br />rUu <br />�0 <br />c <br />Q Y <br />o <br />z <br />M <br />=0O <br />LL <br />E <br />Z® <br />Q <br />In_o <br />o� <br />t`O ruo <br />' <br />O <br />�¢ <br />U <br />U o <br />7U <br />o <br />WZ <br />�a <br />w2 <br />cn C< <br />�� <br />¢o <br />o�Z� <br />mE <br />o� <br />z <br />m J <br />. o <br />aw <br />$ 3 <br />0 <br />of <br />gZ <br />go <br />W <br />Cn <br />3 <br />oLL <br />a <br />N� <br />mo <br />� <br />0 <br />IIx <br />Cn <br />v <br />N <br />03 <br />2O <br />J <br />LO <br />tt^^ <br />Y ! <br />rn <br />Q <br />(cc <br />9 <br />H <br />O <br />CU <br />T-' <br />cG <br />= <br />LO <br />J <br />Y <br />T <br />� <br />r <br />2 <br />CN <br />Im <br />m <br />LO <br />U) <br />Lo l <br />ILL M <br />O <br />LO <br />c04 <br />CV <br />Q 1t• <br />co <br />r <br />E <br />It <br />c M <br />Z <br />Z <br />E T <br />c <br />0- <br />0 _j Q <br />JOB <br />NO: 23-02469 <br />SCALE: AS NOTED <br />SHEET NO. <br />6 <br />