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• n , � I, <br />I' ° • 25'-0" <br />WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB #5 CONTINUOUS <br />UPPER 1/3 OF SLAB THICKNESS WHERE • ® REINF. SEE FND. FOR 10'-0" 13'41 <br />OR FIBERMESH SHOWN ON QUANTITY <br />REINF. SEE PLAN. FOUNDATION PLAN Y #5 X 25" X 25" CORNER 7'-4" 1'-4" <br />BAR ONE FOR EA. 1'-4' <br />HORIZ. REBA P. 11 11 1 1 1 <br />R TY <br />,,, z" '. U.N.O. 2 -0 x 2 -0 x 1 -0 L 2 -0 x 2 -0 x 1 -0 <br />n W 5'sE.W. W 5sEW <br />',_ ""Alternate: <br />e The reinf. bars shall be TYP <br />• cont. around corner by cold <br />bending the bar w/ min. — — — — <br />bar lap of 25". <br />o <br />CONTROL JOINT DETAIL I W <br />SCALE:3/4"=,'-o" TYP. CORNER BAR DETAIL ' <br />2'-0" 11'-4" 6'-8" N -4111 3'-1011 51 211 41 Q11 <br />11 0 00 - <br />SCALE: 3/4" = 1'-0" 1 4 I _4, =ACPADI M It <br />I I ALT <br />r------------------� - 11 AC PAD I I <br />J yl <br />I P OVID 1-1/2" RECESS S6 TYP. @ <br />q I F R SG DOOR. REFER 2 STORY HVAC CHASE 1 1 <br />I\ j BASED ON <br />TD MASON'S SCOPE LOCATION III <br />I F DR WIDTH <br />I II I <br />I II I o <br />I r <br />• I r b INDICATES FILLED CELL 1 1 I co <br />I W/3000 PSI CONC. GROUT I I <br />r FROM FTR. TO BEAM W/ 1#5 I <br />C.J. _ REBAR_VERT. ABOVE SLAB. _ _� L <br />J - TYPICAL @ ALL PLACES _ I I <br />0o S6 I I SHOWN HOOKED FTG. I <br />TYP. @ . DOWELS 17" EMBEDMENT I I `� <br />2 STORY I r - - W/ 25" EXT. ABOVE SLAB I j "' <br />j t o Ij j "GRADE 40 STEEL" I <br />I L__-jI I l l <br />• III I I I • <br />I w o ao II 11 <br />I it II <br />a Y II I 11 I <br />0� z a II II <br />i <br />10 I I I 3/2" MIN. 3000 PSI CONC. SLAB I , <br />I ^ I I FOR HERNANDO COUNTY ONLY C° M <br />I 10 I I I 3Y2' MIN. 2500 PSI CONC. q(AB OVER <br />6 MIL VISQUEEN VAPOR BARRIER <br />r2z <br />L - 15'-4" -3- C.J. _ _ sl L -I <br />0" 2' - " 5'" <br />CD I T <br />' I r 0'-0" ELEV. I I CDPLUMBING LINE TO L-4 <br />---_-- ,'-IV' I r <br />SECOND FLOOR -- - - - --' FIN CONC. SLAB/ 1 I M <br />- <br />ll I b <br />I 113'-0"x3'-0"x1'-0I00 <br />10'-7 1/2" _ 2'-0"x2'-0"x1'-0" 14'-5" I I W/ (4) #5 E.W. <br />/ (3) #5 E.W. b <br />I M I I cM <br />• I I. I I I II I N I II I II I II ! III I t l I I 1 1 <br />• <br />-3 1/2" 1 4" STEP I J <br />M 00 � I C DOWN ill I S6 <br />c� <br />17'-1 " S3 MIN. 101 64" j 60 <br />TYP. @ -' <br />K 2STORY <br />d (BUILDER TO PROVIDE <br />I <br />"' IAPPLIANCE PROTECTION n I I <br />I TOP OF CONC./ <br />I WHEN REQUIRED PER FBC l� � � RECESS FOR FRT. DOOR i <br />� PRO IDE 1/2" x 91/2" i PAVER TO BE 4" <br />9'-4" 9'_4" I BELOW FIN. FLR. <br />1 I <br />11 <br />—I - - - C.J. - —�— - - - -I--- • -4 I L <br />N I 4 00 <br />0) <br />q A I I o-2z 2"' <br />TYP. @ <br />S3 <br />o N^ ENTRY <br />-0 <br />O @ 2'-6"x2'-6"xI <br />'- SINGLE I W/ (3) #5 E.W. <br />`V U` STORY • j I - <br />• rj <br />� T <br />Z 1 (2) #5 VERTI ALS N <br />O � I W/IN FILLED ELL <br />U) O I J A I <br />r u- HB i S3 I S3 I in S3 9 <br />o I I 3'-0"x5'-0"x1'-011 <br />W/#5@8"O.C. <br />• • E.W. <br />16'-8" <br />18'-8" <br />25'-0" <br />6'-4" <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 />1011 <br />(IO <br />0 N <br />FOUNDATION PLAN-13 <br />SCALE: 14"=V-0" <br />c <br />as <br />_ L <br />c <br />a e+4 <br />caCwoX <br />1a <br />en ea C <br />N s <br />a� d <br />• <br />co 1j $ <br />�coW <br />w d <br />= <br />c <br />�tf�•'�IB� <br />s "aft @t4:� Sf <br />9i9� <br />axihn Fi <br />SE <br />� <br />N <br />M1,, ••` -� <br />40 <br />SE,« <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. 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 />� b! <br />� <br />W <br />'d E <br />Am <br />M p 8 <br />S N <br />� <br />N, i 00 N <br />0 � <br />_ <br />J J <br />LL <br />N <br />2S <br />u, <br />a <br />v <br />k:i vnl Q C J 2 <br />_,. 0 J LL. 5555 <br />dUj <br />a <br />O <br />V <br />13 <br />0 <br />` Z my <br />�y :5 <br />li N (O <br />Ih <br />o 0 <br />� o <br />m <br />� � <br />J C <br />7 W r°�o_j6'-c� <br />d <br />N <br />z <br />z <br />-z III <br />Q U <br />Z <br />IZ N M Q <br />qt <br />2 <br />U N F- <br />M od <br />❑o❑ <br />,LL <br />Z <br />r W <br />M � <br />N (h <br />O � <br />C, N <br />Q <br />Q C, Q <br />J <br />U) <br />E3 <br />N� z <br />W (D o <br />a- J <br />LU <br />Og <br />LI-I o <br />N <br />(" <br />Ca r- <br />cv = E <br />I <br />Q 0 <br />N <br />0 <br />J <br />w <br />M <br />J <br />0, <br />z <br />z <br />q <br />11 E <br />(O <br />E OV <br />zo <br />oo <br />wz <br />z- <br />qN <br />oa <br />tog <br />00 <br />— a E <br />o< ao <br />°Z <br />rM <br />ro <br />Qo <br />�o <br />ww <br />`°' <br />= <br />omz <br />m� <br />o° <br />z�= <br />m � <br />J <br />Fb <br />o� <br />z <br />io <br />W <br />oLL <br />mZ <br />m <br /><z <br />oW <br />F- <br />i-3 <br />s� <br />�w <br />M <br />tL F <br />N C) <br />J <br />> Ln <br />O <br />� <br />ro <br />m <br />c� <br />r <br />Y <br />LN <br />'� N <br />a) <br />(.0 <br />fl <br />O <br />Ln <br />r <br />Q N <br />r <br />aD <br />T <br />Z M <br />o <br />m <br />'3 ii LO <br />Z <br />z <br />E r N <br />m <br />a <br />E <br />c ¢ o <br />c <br />JOB <br />NO: 23-06119 <br />SCALE : AS NOTED <br />SHEET NO. <br />5 <br />i I111 I I I I, I II �-.-- ! !T P --' i I I f II <br />