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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 />L.LJ J <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-0" <br />#5 CONTINUOUS <br />.;;,•", ,_ <br />REINF. SEE FND. FOR <br />QUANTITY <br />v •, <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 />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" = 1'-0" <br />00 <br />c0 <br />0 <br />r <br />co <br />M <br />91 <br />N <br />M <br />O <br />0 <br />U) 0 <br />N O <br />0 <br />10 <br />5'-2" <br />AC PAD <br />■ <br />■ 1 <br />I <br />I <br />■ <br />J 1 <br />S6 <br />TYP. @ I <br />2 STORY <br />U.N.O. I <br />■ I <br />PROVIDE 1/2" x 91/2" <br />RECESS FOR FRET. DOOR <br />L \TYr <br />■ <br />■ <br />25'-0" <br />15'-0" <br />10'-0" <br />110 <br />'4' L. 7 4' 1 r Orr <br />2'-0" x 2'-0" x V-0" <br />Al <br />W/ (3) #5's E.W. <br />L <br />2'-0" x 2'-O" x 1'-0" <br />S3 <br />W/ (3) #5's E.W. <br />TYP. <br />S3 <br />----- <br />-- <br />`t <br />T <br />5'-2" 6-2" <br />I <br />1 6'-10" <br />I <br />1f_8rf1 <br />J 2 STORY <br />2 8 11 <br />A <br />1 <br />.I -4" <br />n <br />1 <br />- <br />S6 <br />w <br />\\ <br />U.N.O. <br />1 <br />0 <br />N <br />1 <br />\\ <br />M I <br />PROVIDE 1-1/2" RECESS <br />S3 I <br />FOR SGD DOOR. REFER <br />\ �\ INDICATES <br />FILLED CELL w/3000 PSI I <br />q <br />TO MASON'S SCOPE <br />\\ CONC. <br />GROUT <br />FROM FTR. TO BEAM I <br />FOR WIDTH <br />HVAC CHASE \ w/ 1 <br />5 <br />EB <br />R VERT. ABOVE SLAB. I <br />BASED ON TYPIDAL <br />@ <br />ALL PLACES SHOWN <br />LOCATION \ �\ HOO <br />qD F <br />G. DOWELS 17" 1 <br />\\ EMBEDMENT <br />W/ 25" EXT. ABOVE SLAB, I e■ <br />\\ "GRAD <br />40 <br />STEEL" <br />\ \ <br />T <br />1 <br />\\ 6'4" <br />0 <br />T <br />2'-6" 4'-2" 1 <br />\ <br />�T\ <br />I.. <br />C-------- <br />_ <br />I <br />o0 <br />I I \ <br />f 7 I <br />CD <br />I I <br />I D.W. I Da I <br />\ <br />L=_J <br />II <br />\\ <br />I <br />II <br />\ <br />\\ I ■ <br />II <br />1 rn <br />I 7\\ <br />\ <br />TYP. @ <br />EO <br />T <br />°° <br />\\ <br />2 STORY <br />U.N.O. <br />(1 <br />4-11 <br />0'-0" EL \ <br />(1 11I <br />FIN CONC. S`AB <br />S6 <br />� <br />zo <br />REF. <br />3-1/2" MIN. 3000 PSI I I I 2'-8 � '-11" - — — — -1 <br />PLUMBING <br />IF <br />CONC. SLAB FOR I I N \ ALT� <br />HERNANDO COUNTY I I 04 STACK �\ — I I AC PAD <br />ONLY 3-1/2" MIN. 2500 L_ ■ <br />PSI CONC. SLAB OVER L _ = -Al <br />6 MIL VISQUEEN 0 1 STUB UP TO <br />VAPOR BARRIER_ _ C.J. I _ 2ND FLOOR <br />■ FOR A/C <br />2'-6" x 2'-6" x - STUB UP TO <br />V-0" W/ (3) 2ND FLOOR 11 <br />#5'S E.W. I — — — FOR A/C — — — <br />— — — — ■ <br />■ <br />— <br />9'-8" 6'-10 I _ <br />1 I K C I W.H I w <br />LO S3 S3 I 3 1 /2 M -- I 2 00 <br />L _ — — — L — — BUILDER TO 3'-8'1 Q a <br />■ JI■ ■ I PROVIDE w I O <br />w <br />_ ff <br />APPLIANCE Zp Z > -� m <br />4 O f- a TOP OF CONC./ PROTECTIONQ <br />WHEN REQUIRED U <br />PAVER TO BE 4 1 PER FBC 0 U I ■ <br />o N BELOW FIN. FLR. } 1 <br />1 <br />I LL <br />Uj <br />>wl <br />I <br />N I 2'-6" x 2'-6" x V-0" 1 <br />r 2'-O" x 2'-0" x 1'-0" W/ (3) #5's E.W. <br />W/ (3) #5's E.W. _ — — — C.J. — <br />TYP. @ �`n,'� <br />SINGLE 1 (2) #5 VERTIPtLL <br />1 A <br />T STORY ■ 1 W/IN FILLED 2'-6" x 2'-6" x 1'-0" S: <br />W/ (3) #5's E.W.TB <br />— — —o2'-0" x 2'-0" x V-0 <br />W/ (3) #5's E.W. <br />16'-8" 1 r_6" <br />5'-4" 1'-10" 16'-0" 1'-10,1 <br />25'-0" <br />O <br />00 <br />M <br />A. <br />0 <br />0 Z <br />Lfi <br />� 0 <br />N LL <br />z_ <br />T 0 1.— <br />�j 0 <br />T O <br />0 <br />F_ <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 />FOUNDATION PLAN <br />SCALE: %4'=1'-0" <br />o <br />00 <br />d �o <br />CV <br />o LW <br />+. c <br />Q� M <br />® <br />_ is w c., <br />co <br />.: cU_a <br />H cc o .- <br />y <br />d'C R <br />d <br />d <br />o <br />CC -" .3 ea <br />6� d <br />T <br />�! <br />n <br />C O <br />a, v <br />4 1F. 0 L� eta J 3 <br />\h iE'" <br />L ` <br />F <br />ift�p�PCrti'S1:L,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. Engineers signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />N <br />W <br />a <br />0 E <br />V <br />p <br />o <br />4 04 � N r <br />- c <br />N <br />V # LL <br />a <br />(`N') <br />N J <br />� � w <br />J LL <br />Lu <br />Z <br />(6 r- <br />o <br />W <br />(/) m <br />Z <br />LL <br />w <br />d J <br />N MZ< <br />Z <br />0� <br />OU <br />co <br />W <br />❑ ❑ <br />(D M <br />Z N (+J <br />o � <br />o <br />W NNQ <br />z O <br />Q <br />Q Q <br />J — <br />� N <br />L / /� <br />M <br />�O <br />Q1)l <br />o <br />LL <br />T <br />IJ <br />Cn <br />W <br />� l0 <br />0I^ <br />^/I <br />,V <br />v' <br />W O <br />Cy N <br />co <br />w0"� <br />v <br />= L N <br />y <br />O <br />) <br />Q N D7 <br />ti <br />o <br />CIDz <br />w <br />M <br />o3 <br />J <br />U <br />Q E <br />O <br />w <br />_� <br />oLL <br />wz <br />Zo <br />z0 <br />as <br />E V <br />I <br />- <br />O <br />G <br />0 O <br />O <br />O E <br />N <br />a� <br />wa <br />¢ <br />aZ <br />Ww <br />L <br />ra <br />=,w <br />C/) C <br />❑ <br />0< <br />O Y <br />ro <br />o ° <br />Z <br />z <br />- <br />Jj <br />Nm <br />aw <br />n <br />N > <br />cs <br />o <br />a0 <br />w <br />2 F <br />o <br />CD <br />to <br />=< <br />;o <br />OU <br />zl¢ <br />O <br />0 <br />o, <br />m <br />ns <br />T <br />T <br />T <br />T <br />T <br />T <br />Qo <br />(n ° <br />v <br />N <br />a--+ m <br />LO <br />O <br />Q <br />N <br />o <br />cn <br />LO <br />T <br />a <br />00 04 <br />T <br />O <br />E <br />T <br />CO <br />vi 0 <br />o <br />Z <br />Z <br />E T <br />rn <br />m <br />c <br />a <br />U J <br />Q 0 <br />JOB <br />NO: <br />22-09408 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />5 <br />