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45 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 />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 />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 />W <br />ILLJ <br />0 <br />CONTROL JOINT DETAIL <br />z <br />OO <br />U)o <br />O� <br />�O <br />C <br />CC <br />1 9,-n„ <br />OW <br />3'-5" <br />5'-2" T-5" <br />1 V-8" <br />1'4' <br />10 <br />AC PAD <br />1'-0" w/ (3) <br />L TYP. @ <br />#5's E.W. <br />S3 PORCH <br />E <br />r <br />I <br />INDICATES FILLED CELL <br />�w/3000 <br />I <br />W o <br />_ <br />I <br />FISI CONC. GROUT <br />1 <br />0, <br />o <br />FROM FTR. TO BEAM w/ (1) #5 <br />_j 00 <br />1 <br />I I I <br />REBAR ERT. ABOVE SLAB. <br />I ■ <br />UI <br />( <br />o <br />4" <br />I TYPICAL @ ALL PLACES I <br />6'-10" <br />5'-10" <br />oo <br />C0 <br />SHOWN. HOOKED FTG <br />1 <br />Z0 <br />DOWELE wi 17" EMBEDMENT <br />1 <br />l <br />w/ 25" E T. ABOVE SLAB. <br />I <br />b <br />1 <br />GRADE 40 STEEL <br />I <br />I C.J. <br />00 <br />HVAC CHASE <br />BASED ON T-1 <br />LOCATION <br />M <br />PROVIDE 1 1/2" <br />RECESS FOR SGD <br />i I <br />I S3 <br />REFER TO MASONSI <br />o <br />■ <br />o I <br />F_ <br />SCOPE FOR WIDTH.I <br />Cl) <br />I <br />io <br />1 <br />I <br />o <br />l <br />I <br />I <br />I <br />■ <br />I� <br />1 0 <br />01 <br />1 <br />■ <br />�� _� <br />C.J. <br />I <br />I _ <br />I 1 <br />TYP. @ <br />°° <br />TWO <br />STORY <br />I <br />4'-V 13'-8%„ <br />I f „ <br />3/2 MIN. 3000psi CONC. 1 <br />'n <br />SLAB FOR HERNANDO <br />d <br />COUNTY ONLY. 3%" MIN. <br />I <br />I <br />2500psi CONC, SLAB <br />■ <br />■ <br />OVER 6 MIL VISQUEEN <br />1 <br />VAPOR BARRIER <br />I <br />I <br />1 <br />00 <br />7T, <br />GG TYP <br />C5X. <br />�I <br />S3 <br />1 <br />■ <br />C.J. <br />II <br />1 o <br />I <br />00 <br />o <br />_ <br />1 <br />I F, <br />1 1 <br />j I <br />N <br />Ili <br />I <br />1 I <br />I I <br />"0 <br />■ l <br />1 1 <br />I <br />II <br />I <br />L J o <br />1 <br />■ <br />o <br />7,-3„ - <br />v <br />1 <br />1_-- <br />CV <br />_-- � <br />■ <br />I I <br />o <br />PLUMBING <br />STACK <br />I l <br />GG <br />S3 o <br />C.J. — <br />— <br />rn <br />13-1„ — `fl T-0" <br />STUB UP <br />TO 2ND <br />FLOOR <br />l <br />1 <br />) <br />2'-6" x 2'-6" x <br />1'4' w/ (3) <br />FOR A/C <br />— <br />_ — — — — — — <br />— <br />#5's E.W. 1 <br />1 1 1 1 1 1 111 1 11 1 <br />I <br />o <br />I <br />J <br />C <br />-31 /2" K <br />—iv <br />o <br />_ <br />S3 <br />S3 <br />zo <br />tJ.l <br />0 <br />I <br />I <br />17 9„ <br />I I <br />9,, <br />nLL <br />0 <br />z w <br />Iw 2" <br />> J m <br />I O Q <br />PROVIDE 1/2" X 9 <br />RECESS FOR <br />;"10 <br />1 3 11 <br />11/2" <br />_ <br />00 <br />V ¢ FRONT DOOR 4" i <br />�� <br />i <br />1 <br />U <br />I a9 <br />OJ 00 <br />ih <br />I <br />TOP OF CONC./ <br />T ` <br />I PAVER TO BE 4" M <br />> <br />w <br />BELOW FIN. FLR. <br />EO <br />_ <br />C.J. CD4'-4" <br />1'-4" <br />2'-6" x 2'-6" x <br />00 <br />1'-0" w/ (3) <br />TYP. @ <br />#5's E.W. <br />o SINGLE <br />I <br />1 S3 <br />LO STORY <br />I <br />■ 1 <br />I ■ TYP. @ <br />W <br />ENTRY <br />1 <br />A <br />I <br />o <br />S3 <br />� <br />I <br />'_ <br />T <br />i <br />0 <br />g <br />(2) #5 VERTS w/in <br />?S3 <br />(2) #5 VERTS w/in <br />FILLED CELL <br />FILLED CELLo <br />-- <br />— — — — — — — — <br />— — — — — — <br />V-8" <br />16-0" <br />V-8" <br />19'4" <br />5'-8" <br />O <br />�o <br />z <br />a <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 - ELEV-A <br />c�a <br />0 <br />N <br />ur <br />a m x <br />CD <br />W <br />E <br />3: cc <br />CD w q) <br />c � <br />p,o K/,Ov re <br />6 O to <br />vO <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 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 />f FA• o E 2 <br />Cc,N U N <br />6IT 9 <br />fA a a <br />v <br />� en � W <br />MLLLL <br />z <br />o <br />z �0 <br />s <br />y.�9 rz o <br />Uj <br />CN <br />a W Cl)C J <br />_ r m J m <br />G Z <br />s� <br />4 ` Cl)N M Z O M <br />O U ❑❑❑ <br />a <br />w <br />_2 <br />2E <br />�I O <br />� N <br />� <br />E3 <br />N <br />M <br />V I <br />C1 <br />O <br />(DIM <br />4 <br />w <br />N <br />O LUV) <br />ura <br />f6 e— <br />C) <br />1.lJ <br />— E <br />mks 8 <br />�,,... <br />l .. <br />_ �J <br />0 <br />C7co <br />0 0 <br />N Of <br />• <br />r_ <br />o <br />CC, <br />z <br />ow <br />J <br />mva <br />_ <br />zz2 <br />O <br />z <br />a <br />U_ <br />E <br />zo <br />oo <br />}N <br />QN <br />ca- 0 <br />E V <br />F <br />wz <br />z <br />ad <br />ca <br />F f6 <br />00 <br />E <br />co <br />pQ <br />do <br />S< <br />az <br />L <br />0 <br />ua 03 <br />< z <br />m <br />m <br />om <br />aw <br />0w <br />go <br />C� <br />�¢ <br />a� <br />dz <br />oLL w <br />_ <br />�� =" <br />�� <br />o <br />w< <br />;o <br />o <br />.20 <br />J <br />rn <br />�a <br />c2 <br />T <br />Cr A <br />T <br />Q <br />��" <br />(n <br />N <br />m <br />LO <br />= <br />N <br />O <br />CA O <br />LO <br />N <br />Q M N <br />T <br />C T <br />M M <br />o <br />M <br />N CA LO <br />Z <br />z <br />E T_ N <br />E <br />a <br />U � _0 p <br />JOB <br />NO: 23-06108 <br />SCALE : AS NOTED <br />SHEET NO. <br />5 <br />