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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 />Lf <br />w g <br />w <br />CO a <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-0" <br />#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />; ,:I; ; #5 X 25" X 25" CORNER <br />' BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />_ <br />qt > <br />U.N.O. <br />�.� <br />"Alternate: <br />> >. The reinf. bars shall be <br />cont. around corner by cold <br />bending the bar w/ min. <br />r <br />bar lap of 25". <br />T <br />TYP. CORNER BAR DETAIL <br />o <br />o0 <br />SCALE: 3/4" = 1'-0" <br />I ALT II <br />AC PAD I I <br />�I JI <br />o_ <br />M <br />0 <br />r <br />� <br />0 <br />v <br />o <br />M <br />0 <br />J <br />S6 <br />LO <br />TYP. @ <br />2 STORY <br />TOP OF CONCJ <br />PAVER TO BE 4" <br />BELOW FIN. FLR. <br />OP <br />L <br />Q, <br />S3 <br />TYP. @ <br />z <br />ENTRY <br />O <br />O <br />u- N <br />Z M Qoi <br />H O <br />O ~ _ <br />Ov' 3'-0"x5'-0"x1'-0' <br />, <br />r W/ #5 @ 8" O.C. <br />E.W. <br />13'-4" <br />2'-0" x 2'-0" x 1'- <br />W/ (3) #5's E.W. <br />25'-0" <br />4'-8° 6-2" 3'-10" <br />AC PAD <br />• 11 •1 I• <br />11 <br />II <br />V-4" <br />111_4 <br />11 <br />I <br />1 <br />I <br />I <br />10'-011 <br />7-4" <br />L <br />TYP. <br />� I <br />y 6'-8" 1'41 . I2'-0" <br />1 <br />I <br />I <br />V-4" <br />• <br />------------------- <br />Ir J— — — — — — — — -- ---- <br />Ip TYP. @ PROVIDE 1-1/2" RECE� <br />Ill HVAC CHASE 2 STORY S6 FOR SGD DOO .REF( <br />• il�ll BASED ON TO MASON'S S OPE <br />LOCATION 1 <br />FOR WIDTH <br />111 - <br />111 � <br />11 INDICATES FILLED CELL <br />11 W/3000 PSI CONC. GROUT r <br />I 1111 FROM FTR. TO BEAM <br />11 W/ 1#5 REBAR_VERT. <br />1 ABOVE SLAB. TYPICAL T <br />1111 @ ALL PLACES SHOWN <br />1 (HOOKED FTG. DOWELS 17" <br />I I 'EMBEDMENT W/ 25" c.i <br />IIkXT. ABOVE SLAB "GRADE 40 <br />STEEL" <br />11 <br />• I 11 <br />I 11 <br />II <br />I 11 I <br />I 11 <br />1 3Y2" MIN'I4000 PSI CONC. SLAB <br />FOR HERNANDO COUNTY ONLY <br />13Y" MIN. ��00 PSI CONC. SLAB OVER 1 <br />1 6 MIL VISQuEEN VAPOR BARRIER <br />I 1�— <br />r- 11 15'4— — <br />• I 11 <br />I 11 <br />1 '0'-0" ELEV. <br />I 41N CONC. SLAB <br />I 11 I <br />11 <br />41-0"x3'-0"x1'-0" 111 <br />VV/ (4) #5 E.W. 1 1 14-5 2'-0"x2'-0"x1'-0" <br />" W/ (3) #5 E.W. <br />I I <br />I <br />• <br />4" STEP <br />�— ILr DOWN <br />6'4" 011 MIN. <br />I RECESS FOR FRT. <br />I PROVIDE 1/2" x 91i <br />I � <br />I -411 <br />I <br />�12" <br />/11 0 <br />� � -1 <br />N <br />cV <br />6'-4" <br />T <br />T <br />C.J. _ r <br />T <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />T—= <br />0 • <br />I <br />10'-71 /2" <br />to <br />co <br />--}— — — — — —— — -- <br />-3 1/2": C11 <br />C. <br />I <br />1 , 10,1 "' I <br />2'-0" x 2'-0" x 1'-0" <br />W/ (3) #5's E.W. <br />0 <br />0 <br />J <br />TYP. @ <br />2 STORY <br />PLUMBING LINE TO <br />SECOND FLOOR I b <br />v ti <br />- I <br />_ K O <br />S3 1 3[011 <br />• I <br />BUILDER TO PROVID <br />w APPLIANCE PROTECTIO <br />I O I WHEN REQUIRED PER FBCI <br />fn 6I <br />9'-4" 9'-4" 1 <br />' C.J. <br />N I <br />I 1 <br />I 1 <br />I 1 <br />2'-6"x2'-6"x1'-0' I I TYP. @ En <br />I W/ (3) #5 E.W. I SINGLE <br />STORY <br />rj (2) # VERTICALS • <br />WAN FILLED CELL I • A <br />I S3 <br />I I <br />I A J I <br />I S3 1 S3 j HB <br />L— ------------'�------------- - 9 <br />• <br />'-0' 16'-8" <br />18'-8" <br />25--0" <br />• <br />0 <br />ch <br />0 <br />n i <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 />V <br />Z O <br />00 to <br />U- N <br />ZO <br />O I— <br />O U) <br />T <br />FOUNDATION PLAN —A <br />SCALE: X"=1'-0" <br />e+� <br />N <br />O <br />N <br />c W <br />J o <br />do O <br />—i AWN <br />—� m yc <br />N A O .- <br />N y O <br />Q � N Y <br />cu <br />d <br />E <br />o F a <br />a �'3 ra <br />>_ <br />ea a, cu <br />�•� cn <br />2 <br />V1 0- <br />�a <br />a� <br />1 <br />•e V <br />'G4.` • <br />•` <br />v •� •N <br />M <br />. S <br />4 <br />�OFcSSIO� <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and spedfications 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 />W <br />E 2 a <br />04 <br />.�6 <br />C - „"LL <br />dJ rnr�r� LL w <br />M y,04 � 1 W a a <br />ty a U <br />u- z <br />Z <br />2 Y 0 <br />W cR�O~jO' ¢ z <br />Z z <br />IL <br />N H <br />N o O O l] <br />Z <br />W <br />CD <br />z � <br />z <br />a m <br />N <br />z <br />N <br />oV <br />4 <br />(� w <br />� p <br />V <br />OLu $ <br />In c y <br />Ln <br />c � <br />o <br />z <br />w <br />M <br />M <br />J <br />i <br />O <br />Z <br />Q <br />m <br />LL C <br />C <br />a <br />¢ <br />io <br />ZI <br />z® <br />Q <br />0 <br />w° <br />�_ <br />O E <br />o C <br />o <br />U <br />VO <br />. F <br />Wo <br />o U <br />o Q <br />Z <br />a3 <br />o <br />co @o <br />r <br />m� <br />o� <br />ZF <br />Z <br />my <br />Co <br />�3 J <br />NU <br />m<W <br />¢ • <br />z <br />), <br />g <br />5 Z <br />W <br />c, 3 <br />o <br />ao <br />a w <br />h� <br />=3 <br />Mill <br />o <br />M <br />v <br />wa <br />zI< <br />;o <br />a <br />0 3 <br />2O <br />= <br />�U-) <br />0 <br />c� <br />N <br />M <br />CID <br />T <br />�••r <br />T A <br />C^ jy (0 <br />r <br />O <br />0 <br />� <br />N <br />CO <br />O <br />I.C) <br />r <br />M N <br />r. <br />O <br />CM M <br />o <br />L <br />Z <br />z <br />E T— <br />E ?: <br />m <br />a <br />• „ <br />U Q p <br />_ <br />JOB <br />NO: 23-06110 <br />SCALE: AS NOTED <br />SHEET NO. <br />5 <br />