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WWF PLACED IN <br />1/8" SAWC LIT x 1/4 SLAB <br />UPPER 1/3 OF SLAB <br />THICKNESS WHERE <br />OR FIBERMESH <br />SHOWN ON <br />REINF. SEE PLAN. <br />FOUNDATION PLAN <br />-� <br />" <br />LLLJ <br />Z <br />--- <br />P . <br />`) <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-0" <br />#5 CONTINUOUS <br />®• I3 .' <br />�_ <br />REINF. SEE FND. FOR <br />'" <br />pp55 <br />QUANTITY <br />#5X 25"X 25" CORNER <br />PP <br />14�. ' <br />y <br />BAR ONE FOR EA. <br />'`I t t, <br />HORIZ. REBAR, TYP. <br />U.N.O. <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'-O" <br />2'-0" x 2'-O" x V-0" <br />W/ (3) #5's E.W. <br />A. <br />0 <br />J <br />TYP. @ <br />2 STORY <br />lit <br />10 <br />o - <br />1 <br />PLUMBING LINE O <br />SECOND FLOOR <br />1'-8" <br />10'-01, <br />1_411 , T-4" <br />L <br />TYP. <br />I O <br />W -� <br />I o� <br />6'-8" N <br />I -411 1 / O'M <br />I <br />1'-4" <br />1 <br />14111 <br />I <br />I <br />I <br />I <br />25'-0" <br />13'-4" <br />2'-0" x 2'-0" x 1'-0" <br />W/ (3) #5's E.W. <br />3-10" 5-2" 41-8" 0 <br />00 (01 <br />AC PAD 11 <br />II ALT <br />---------------� - II II AC PAD II <br />— — — — — — — — — — — — — — — — — — — <br />J <br />TYP. @ <br />OVID 1-1/2" RECESS S6 <br />R SG DOOR. REFER 2 STORY HVAC CHASE <br />MASON'S SCOPE BASED ON III <br />R WIDTH I LOCATIONII <br />II I <br />II I o <br />CDINDICATES FILLED CELL 1 1 I M <br />' I W/3000 PSI CONC. GROUT I I <br />FROM FTR. TO BEAM W/ 1#5 II <br />J. _ _ REBAR_VERT. ABOVE SLAB. <br />TYPICAL @ ALL PLACES I I <br />SHOWN HOOKED FTG. I - <br />DOWELS 17" EMBEDMENT I I "' <br />- - ci W/ 25" EXT. ABOVE SLAB <br />I <br />"GRADE 40 STEEL" I <br />III 1 I I � <br />0 o I I !1 <br />II II I <br />Y II I I! <br />�Z-, E] <br />I I I I I - <br />jIj 3 2" MIN. 3000 PSI CONC. S4#-B I o0 <br />I I FOR HERNANDO COUNTY ONLY I `° <br />M <br />in I 3Y2' MIN. 2500 PSI CONC. q,41AB OVER j <br />Lj 6 MIL VISQUEEN VAPOR QARRIER <br />C.J. - <br />5'-3" 15'-4" II I • <br />II <br />L r 11 <br />0'-0" ELEV. <br />-'-�T----- FIN CONC. SLABI I <br />i 13'-0"x3'-0"x1'-01' <br />10'-7 1/2" 2'-0"x2'-0"x1'-0" 14'-5" I I W/ (4) #5 E.W. j <br />W/ (3) #5 E.W. o <br />I M I I co <br />ri7 r„ rir r r7r,r ,r 7rir t <br />i- - - - - - - - - - - - - ---- I <br />1 -3 1/2" 4" STEP <br />0? I C DOWN dI I S6 <br />M <br />1T-1 11 S3 MIN. 101, 614" 160 <br />TYP. @ LO <br />o K - I 2STORY <br />I L <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 />r <br />I <br />S3 I <br />(BUILDER TO PROVIDE <br />1 <br />EDOOR <br />1 <br />"' <br />1APPLIANCE PROTECTION <br />a <br />I <br />4REC <br />I WHEN REQUIRED PER FBC <br />I� <br />I <br />FOR FRT. <br />I1 <br />TOP OF CONC./ <br />E 1/2" x 9112" 1 <br />PAVER TO BE 4" <br />9'-4" <br />91.411 I <br />BELOW FIN. FLR. <br />i <br />C.J. <br />11 <br />-4 <br />—+- - - - —t— - <br />- - -r— • <br />I <br />L <br />N <br />I <br />I <br />i <br />S3 <br />C7 <br />9 <br />I <br />I <br />W �- <br />� � 2111 <br />TYP. @ <br />Z <br />- <br />S3 <br />I <br />i <br />o <br />r <br />1'44" <br />ENTRY <br />--i <br />2'-6"x2'-6"x1'-0"j <br />1 O <br />'- <br />SINGLE <br />I <br />W/ (3) #5 E.W. <br />N U- <br />STORY <br />(2) #5 VERTI ALS <br />Z <br />iv <br />O 1.- <br />O <br />1 WAN FILLED ELL <br />J <br />I <br />ij <br />I <br />A I <br />_ <br />HB <br />S3 I <br />S3 I <br />S3 <br />i:n <br />o <br />LO <br />b <br />I <br />I <br />3'-0"x5'-0"x1--0" <br />W/#5@8"O.0 <br />• <br />_ <br />_ <br />• <br />E.W. <br />16-8" <br />18'-8" <br />25'-0" <br />6'-4" <br />0 <br />60 <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 />0 <br />to <br />0 <br />0 O Z0 <br />N 0 <br />FOUNDATION PLAN-B <br />SCALE: Y4"=1'-0" <br />C= <br />a� <br />boy <br />0 <br />o <br />® <br />d � <br />y w <br />•- <br />>ZZ <br />B <br />�mx <br />.. u- ❑- <br />�ccC <br />0 <br />�7ei1 <br />E o <br />sz <br />es ij <br />M <br />0 <br />CV <br />L0 <br />0 <br />0 <br />�'vR�'. r-•. <br />-- <br />":�'s <br />riff; <br />i•d'J <br />r <br />emu; <br />s ai: „^ <br />`.�\-' i^* <br />'ram •.' .`.,x. „aa' <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residentlal 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />"r E N <br />6 <br />O N N <br />N m # <br />o� <br />® <br />qk <br />7 lln N <br />tl <br />Q <br />co ° a <br />Wa ie <br />M � U) z <br />Z <br />0 Z <br />zoo <br />�_°' <br />rmo o❑ <br />N <br />li <br />'C N t0 m Lu Q <br />a k z <br />Wi��Or?°' <br />LL <br />W <br />N M U <br />�n <br />F=-- <br />ZC�L=L <br />Q U ❑❑❑ <br />W <br />M � <br />og <br />z b <br />< <br />� b Q <br />Ua <br />N <br />N <br />c� <br />z a <br />�1��, <br />c� a <br />LL <br />T <br />CC3 <br />Sn <br />w <br />OLu <br />V) <br />N <br />W J <br />t— — E <br />8 <br />=1✓ <br />= Y <br />• <br />U o <br />Cl) <br />Q N <br />sm <br />W <br />co <br />C` J <br />J <br />Z <br />O <br />z <br />< <br />LL <br />CL <br />Q <br />ECIO <br />Z. <br />W? <br />z N <br />z 0 <br />oa <br />H <br />M <br />0O <br />o <br />&a <br />o< <br />I_ <br />¢o <br />�Z <br />z <br />�� <br />a � <br />zo <br />U <br />o <br />O, <br />J <br />l <br />Nm <br /><w <br />a ° <br />o< <br />zz <br />z <br />go <br />to <br />3 <br />C. 7 <br />� <br />Q <br />a <br />o W <br />co <br />. <br />o� <br />�3 <br />J <br />o <br />w< <br />;o <br />Milli! <br />MV <br />5OV <br />a <br />3 <br />>U) <br />0 <br />It <br />c, <br />c� <br />N <br />0 <br />Cr <br />0LO <br />CL <br />ILL <br />CO <br />oM <br />N <br />Liz <br />W <br />t <br />Q <br />^ L <br />E <br />m <br />d <br />0 <br />Z <br />z <br />E 0 <br />v; <br />a <br />f6 <br />E <br />a. <br />U -1 <br />Q p <br />JOB <br />NO: <br />23-03651 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />5 <br />1 11 --1 I - - — <br />