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C <br />c <br />d <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 />55'-10" 8'-6" UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />5'-75-g" 6'-48" 6'-O" 6'-0" 6'-0" 6'-0" 6'-0" 5'-28" T-1$" REINF. SEE PLAN. FOUNDATION PLAN <br />TYP @ 1 STORY T-O" w z <br />LU <br />U.N.O.— C ¢ <br />A <br />S3 H.B. <br />■ <br />■ <br />■ <br />I■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ ■ <br />eo <br />BUILDER TO <br />(2) #5 REBAR <br />4'-0" 12'-1" <br />W.H. <br />PROVIDE <br />VERTICALS w7in7, <br />APPLIANCE <br />FILLED CELL <br />O <br />0'-0" <br />PROTECTION <br />WHEN REQUIR <br />D <br />■ <br />• <br />:: <br />:: �: <br />PER FBC <br />35'4' <br />20'-6" <br />3-1/2" MIN 3000 PSI CONC.T <br />iv <br />I SLAB FOR HERNANDO "' K iv <br />COUNTY ONLY <br />S3 <br />3-1/2" MIN 2500 PSI CONIC : <br />I SLAB OVER 6 MIL VISQUEEN 2'-7a" 4'-9" 4'-10" <br />VAPOR BARRIER EDGE OF SLAB 2" <br />■ • I CJ ; ; ;GJ' ; BEYOND WALL CJ <br />o <br />t4 <br />c' <br />5'-3" V-10" T-6" r <br />4 <br />O I (: o <br />CN <br />" <br />(2)#5REBAR <br />VERTICALS w/ in <br />J `r PT. OPT. D <br />W�( <br />FILLED CELL <br />: -3 1/2" <br />o <br />2'-6 1'-0" <br />SLRW/ <br />(3) #5 E.W.3 -.- -._ _- 3'-5" <br />7 1 <br />(2) #5 REBAR <br />r,� F, <br />2'-6" x 2'-6" x 1'-0" <br />`8 AHU I I <br />VERTICALS w/ in I <br />W/ (3) #5'S E.W. <br />TYP @ 1 STORY <br />U.N.O. A <br />CC <br />I S3 S3 <br />FILLED CELL <br />I <br />_ <br />o? <br />/ <br />S3 <br />:' <br />CJ CJ / <br />.......:. .� .� .� .� .� .— <br />- -I/. '..... <br />o <br />� <br />. <br />..... g _512a <br />25' 10� $$" <br />4'-4" <br />m <br />2'-6"x2'-6"X1'-0" FTG <br />W/ (3) #5 E.W. <br />I -4" I <br />L <br />#5 REBARFRT. <br />cM <br />INDICATES FILLED CELL w/ 3000 PSI / / PROVIDE Y2" x 9" `r' <br />/ <br />CONC. GROUT FROM FT. TO BEAM RECESS FOR FRT.00R/ <br />SLOPE I <br />S3 <br />LO <br />V <br />VERTICALS w/ in <br />FILLED CELL <br />BOVE <br />W/ (1) #5 REBAR VERT ASLAB / / HVAC CHASE TOP OF CONC./ PAVER T BE 4" <br />/ <br />4'-0" <br />4'-4" 4'-6' <br />TYP ALL PLACES SHOWN / i <br />@ BASED ON � 0'-0" BELOW FIN. FLR. <br />/ / <br />■ <br />■ <br />■ ■ ■ <br />I HOOKED FTG. DOWELS 5" EMBED I / / LOCATION ....... . .. ' ' ..... <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />::::: : <br />1 ' <br />I— <br />STEEL" <br />-- — --,-- — — — <br />4'-0" <br />/ 16'-10' <br />C9 <br />STEPS AS <br />PROVIDE 1 Y' RECESS <br />REQUIRED <br />PER FIELD <br />FOR SGD. REFER TO / KITCHEN ISLAND <br />MASON'S SLOPE FOR / / OPT. • '• .." ' "' ' <br />/ LOW WALLSrj <br />a <br />" ' I <br />CONDITIONS <br />WIDTH / i • <br />/ CJ r - - - - - - - I CJ REF. -�- CJ <br />■ <br />CJ �! ■ <br />- / - - - -ic� <br />—1 _----_----(___-_-- ___ :. <br />- - - - - <br />° I i <br />TYP @ 1 <br />I CHASE TO IS D <br />rt... <br />D.W. Iao <br />i I <br />I} t <br />STORY U.N.O. <br />- <br />A i" <br />o <br />oT <br />I <br />I <br />L��_------ <br />IIoo <br />S3 in <br />d <br />� <br />- <br />SINK / DISP <br />3 1/2" <br />I <br />t 0 -0" <br />16'-0" 2, 94„ 6'-10" :: <br />:: I I IN <br />/ <br />/I <br />I1 <br />ro0 <br />........... <br />■ ■ ■ ■ ■ IN ■ ■ ■ ■ ■ <br />■ <br />■ <br />IN <br />■ <br />3' <br />TYP @ 1 STORY <br />H.B. U.N.O. S3 <br />-4" 1 98„ I 3 28 1. 5'-0" 1. 5'-0" L 5'-10" <br />2'-10i�N" 1 5'-1 <br />T-O" <br />FOUNDATION PLAN MONO - ELEV-Al <br />SCALE: %4'=1'-0" <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />,• •, <br />#5 CONTINUOUS <br />' ; .': •' '•_ <br />REINF. SEE FND. FOR <br />QUANTITY <br />' •�' <br />#5 X 25" X 25" CORNER <br />;'; �'; : <br />= <br />BAR ONE FOR EA. <br />,. �• <br />: •. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />��. ; J �; '�, <br />"Alternate: <br />�. : • �. �'; <br />• ; <br />The reinf. bars shall be <br />• <br />•, •. • •. <br />C ont. 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 />N <br />0 <br />N <br />N <br />N <br />M <br />O <br />fire <br />.EVVkC.� r <br />eel <br />♦o♦�� � <br />a ,C PE PtL-rt'i750 <br />.• <br />.�'• •• C T j r •,W <br />V <br />✓mod �� , �- � R, . • �? <br />♦!♦ <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 <br />Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing <br />pages bearing <br />Engineers signature and seal. <br />U) <br />oEAn Aft <br />/ C.:'C(4)co <br />n Yk <br />N <br />V p N <br />Ww CF <br />a0 J <br />J V <br />0 �unh <br />emu; w <br />a <br />Yl rn � r; <br />a Qj M V <br />J w <br />GL <br />—r u. u- <br />CLL <br />fnccu !n <br />a W O <br />z r <br />O L-9 <br />W co <br />¢aa <br />LL <br />a <br />a N <br />O U <br />L)N <br />Z <br />W <br />M a�- <br />N M <br />0 0 <br />Z <br />NE3 <br />z o <br />J <br />(/)V) a <br />1 ' LL <br />W � <br />� m <br />U <br />OW o <br />�N r~ <br />� <br />Nsoft <br />U <br />W J <br />�— — E <br />wig <br />ml hG <br />= w <br />zl�.. <br />a <br />Oak U o <br />U) <br />¢ o <br />N <br />sm <br />o <br />w <br />C3 <br />J <br />N <br />o <br />� <br />li <br />Q E <br />w o <br />Wo <br />> <br />Zo <br /><R <br />zp <br />O <br />_ c^ <br />O E <br />as <br />�03 <br />a <br />N � <br />L <br />woo <br />Q o <br />tt� <br />m o <br />C <br />0. <br />O <br />O LL <br />J <br />�a <br /><' <br />¢W <br />zz <br />wasQ <br />N <br />o <br />w LL <br />Z <br />no <br />a <br />mw <br />C) lS <br />ao <br />o� <br />xr <br />Fr <br />�3 <br />00 <br />=� <br />�o <br />co <br />V' <br />z¢ <br />L <br />003 <br />O <br />2 <br />>Ln <br />O <br />fd <br />0 <br />L <br />fc <br />> <br />d' <br />� <br />oo . <br />m <br />U <br />O <br />o <br />C m U <br />�i <br />2: N <br />r <br />cU o <br />CF) <br />'T N o) <br />LO <br />LO <br />00 04 <br />T <br />Q <br />d- rn <br />.. <br />E <br />N M <br />Z <br />M <br />Z <br />Lo <br />C <br />a <br />E <br />i� 0 Q o <br />JOB <br />NO: 21-4278 <br />SCALE : AS NOTED <br />SHEET NO. <br />6 <br />