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v- <br />-#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />"Alternate: <br />he 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 />WWF PLACED IN <br />UPPER 1/3 OF SLAB <br />OR FIBERMESH <br />REINF. SEE PLAN. <br />1/8" SAWCUT x 1/4 SLAB <br />THICKNESS WHERE <br />SHOWN ON <br />FOUNDATION PLAN <br />t . I.. <br />LF-77 _-'7 <br />LIJ <br />v LU <br />A Cf) <br />% <br />CONTROL JOINT DETAIL <br />z <br />0 <br />01-- <br />z <br />0 :D <br />0 <br />� L.- <br />Ll- Z <br />00 <br />RZ <br />z <br />q.::' <br />Z 0 <br />�5 I I. <br />C\ <br />(z <br />i 9--n,, <br />vil-ni, <br />3'-5" 5'-2" T-5" <br />11'-8" <br />---------- <br />2'-6" x 2'-6" x <br />AC PAD <br />V-0" w/ (3) <br />C)TYP. @ <br />#5's E.W. <br />PORCH <br />F INDICATES FILLED CELL <br />Uj 9 <br />w/3000 PISI CONC. GROUT <br />I <br />60 <br />C? <br />FROM F R. TO BEAM wl (1) #5 <br />I <br />_j <br />U) <br />REBAR \ ERT. ABOVE SLAB. <br />d <br />TYPICAL @ ALL PLACES <br />6' <br />5-10" <br />00 <br />60 <br />SHOWN. HOOKED FTG <br />I <br />b <br />DOWEL,r w/ 17" EMBEDMENT <br />w/ 25" E-4T. ABOVE SLAB. <br />GRADE 40 STEEL <br />C.J. <br />j <br />o? <br />HVAC CHASE <br />BASED ON 3' 1 <br />LOCATION <br />PROVIDE 1 1/2" <br />RECESS FOR SGD <br />0? <br />REFER TO MASONS <br />F- <br />SCOPE FOR WIDTH. <br />zo <br />0 <br />EIJ <br />L 0 <br />F ]_ <br />C.J. <br />[LD-W. <br />TYP. @ <br />OP <br />TWO <br />ED <br />STORY <br />4'-l" 3'-8)/8" <br />3Y2" MIN. 3000psi CONC.. <br />SLAB FOR HERNANDO <br />0 <br />COUNTY ONLY. 3Y2" MIN. <br />2500psi CONC. SLAB <br />OVER 6 MIL VISQUEEN <br />REF. <br />-VAPOR BARRIER <br />00 <br />rG <br />G Typ <br />C5 <br />S3 / <br />C.J. <br />co <br />F, <br />LO <br />L _j <br />C? <br />7'-3"1 <br />qD.G <br />9 <br />PLUMBING <br />STACK—�, <br />I <br />S3 <br />C.J. <br />10 <br />L <br />F —i 13'-l" <br />T-0"" <br />STUB UP-1 <br />TO 2ND <br />FLOOR <br />Lw' <br />Z-6" x 2'-6" x <br />V-0" w/ (3) <br />FOR A/C <br />#5's E.W. <br />III I T77771 <br />LEI 11 <br />7T," <br />-3 1/2" K <br />IN <br />0 x <br />17 9" <br />n <br />LU <br />1 <br />% <br />i2 ,-a <br />Uj 0 <br />> _j co <br />rM <br />Z Jj <br />0 z <br />PROVIDE 1/2" X 9 <br />CN 3'-11 <br />V-14 <br />I <br />1/2" RECESS FOR <br />0? <br />FRONT DOOR el = 4" <br />06 <br />LU CD <br />TOP OF CONC./ <br />_j 00 <br />Cf) <br />LU <br />LU PAVER TO BE 4" <br />> LU <br />BELOW FIN. FLR. <br />d <br />q_-j- <br />4' 4' <br />1'4" <br />e 2'-6" x 2'-6" <br />x <br />o? <br />C? <br />V-121" wl (3) <br />TYP. @ <br />#5's E.W. <br />SINGLE <br />ur) STORY <br />TYP. @ <br />LU <br />ENTRY <br />rA <br />0 <br />-1 <br />�3 <br />C? <br />F_ <br />t�B <br />(2) #5 VERTS w/in <br />?S3 (2) #5 VERTS w/in <br />FILLED CELL <br />v <br />FILLED CELL <br />---- — — — — — — — <br />E <br />NJ <br />1'-8" <br />16'-0" <br />19'-4" <br />5'-8" <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 />MONOLITHIC FOUNDATION -A <br />SCALE: )/4"=1'-0" <br />CI -A <br />2:2 <br />V.- <br />CC It--) C�4 <br />LA. <br />I= Z <br />.CIA <br />In 0) ='.T <br />,CD a <br />-W.— <br />CD <br />'% <br />0 114 N <br />C%T. <br />Al <br />*C30 <br />To the best of the Engineers knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. 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