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-#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 />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 />CONTROL JOINT DETAIL <br />1 9,_n„ <br />1'4'-n" <br />3-5" 5'-2" S-5" <br />1 V-8" <br />lid <br />11 <br />10 <br />2'-6" x 2'-6" x <br />AC PAD <br />1'-0" w/ (3) <br />L TYP. @ <br />#5's E.W. <br />S3 PORCH <br />I �INDICATES FILLED CELL I <br />w _, <br />w/3000 PSI CONC. GROUT 1 <br />o T <br />b <br />FROM FTR. TO BEAM w/ (1) #5 <br />1 <br />rj <br />I I REBAR ERT. ABOVE SLAB. ■ <br />UI I <br />o <br />4" <br />I TYPICAL @ ALL PLACES 1 <br />6-10" 5'-101, <br />o0 <br />00 <br />SHOWN. HOOKED FTG I <br />I <br />DOWEL w/ 17" EMBEDMENT <br />I <br />1 w/ 25" E . ABOVE SLAB. 1 <br />O <br />97.14' <br />GRADE 40 STEEL 1 <br />C.J. <br />— _ <br />Sol ■ ■ <br />1 HVAC CHASE <br />o <br />-' <br />T <br />I BASED ON gl1-- — — — — — — — — — — ■ <br />LOCATION M PROVIDE 1 1/2" <br />RECESS FOR SGD <br />1 <br />■ I I -� - S3 REFER TO MASONSI <br />SCOPE FOR WIDTH.1 <br />co <br />CD <br />II� I <br />■ <br />0 <br />LLE] I I <br />_ I I <br />■ _ ff C.J. - - <br />J <br />ll� <br />TYP. @ <br />1 <br />C? <br />TWO <br />0' <br />I <br />Lr' <br />STORY <br />I` <br />4'-1" 13,_8,V�„ 3Y2" MIN. 3000psi CONC. I <br />to <br />SLAB FOR HERNANDO <br />U COUNTY ONLY. 3Y2' MIN. I I <br />2500psi CONC. SLAB I ■ <br />• OVER 6 MIL VISQUEEN <br />II VAPOR BARRIER <br />I 1 <br />v <br />o0 <br />� <br />77 <br />GG TYP U UI I <br />S3 I <br />■ — C.J. — <br />o I <br />II <br />II <br />00 <br />o <br />9 <br />I I <br />I I 1 <br />I I 97.47& <br />N <br />II I I <br />iA <br />■ � I I 1 <br />�I <br />I - <br />I <br />7-3" 1-0 1 <br />I--- --- -� N I <br />- <br />■ <br />10 <br />PLUMBING <br />STACK <br />I— — — — — <br />1 GG <br />S3 o C.J. <br />Ln <br />_ <br />13'-1V-0" " CO <br />STUB UP <br />TO 2ND <br />( 2'-6" x 2-6" x <br />FLOOR <br />I V-0" w/ (3) I <br />FOR A/CL <br />I #5's E.W. <br />I I 1 1 1 1 1 1 1 1 1 1 1 1 1 I <br />O <br />97.18' <br />q <br />Iw. <br />I S3 S3 , <br />CV <br />w <br />Q W <br />I <br />I <br />I 17 9„ 9„ ■ ■ ■ ■ <br />�Qo <br />1 <br />J <br />m <br />12„ 3' N T-11" 1,71 41 <br />I O <br />> <br />z <br />Q PROVIDE 1/2" X 9 <br />■� 0- 1/2" RECESS FOR ■ <br />8FRONT DOOR o 97.14' <br />O U <br />i <br />Nt <br />M <br />" U <br />I TOP OF CONC./ <br />W I M <br />PAVER TO BE 4" I <br />1 > w <br />ISBELOW FIN. FLR. <br />■ <br />I � I <br />zo <br />C.J. 4'-4" <br />Z-6" x 2'-6" <br />x <br />_ <br />— I <br />TYP. @ <br />, <br />I ) ;t L <br />#5's E.W. <br />9 <br />SINGLE <br />1 I S3 <br />10 <br />STORY <br />I <br />■ I 1 ■ TYP. @ <br />ENTRY <br />1 0 <br />A <br />1 <br />S3 <br />1'& i <br />1 <br />T <br />q <br />j I <br />$S3 <br />B <br />1 (2) #5 VERTS w/in (2) #5 VERTS w/in <br />9 <br />FILLED CELL FILLED CELL <br />--------------- J <br />M <br />V-8" <br />16-0" <br />V-8" <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 — ELEV—B <br />SCALE: Y4'=1'-0" <br />a_s <br />cv <br />ewe <br />0 <br />a wi <br />CID (a V <br />11*1 �C14 <br />z. <br />A7 <br />M <br />m <br />N <br />O <br />N <br />b <br />No PE73750 <br />7 <br />7 <br />'STAl-E OF <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 <br />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 />v Eo <br />m <br />/' <br />N N m N <br />V <br />0, <br />= 00 N LL LL <br />N! <br />rn-- <br />W <br />Q <br />my a wa <br />a <br />Co � rj <br />2 <br />Z <br />J <br />O <br />marn 0 <br />t w O r <br />M Lu Q <br />0 M Y, <br />z <br />IL W <br />z <br />w <br />N c') 0 0 <br />6 <br />0 ❑F.❑ <br />W <br />Z N M <br />O � <br />O <br />R <br />Q <br />E3 <br />M <br />(D� <br />s <br />� <br />Cn <br />LJJ <br />o-g <br />L.ANA <br />N Ln <br />U <br />LU <br />L— J E <br />8 <br />U o N <br />m <br />CU) <br />®® <br />Q m Y <br />N OJ <br />ti <br />C <br />W <br />M <br />z¢ <br />O <br />Z <br />LL <br />o <br />wo <br />I.z <br />>N <br />z0 <br />vi F- <br />— CL <br />40 <br />�0 <br />WOW <br />00 <br />S� <br />co <br />_ <br />zz <br />oYz0 <br />'o <br />z <br />z <br />m � <br />J <br />*Zi>O <br />}Q2 <br />z z <br />co <br />z <br />a° <br />S< <br />W <br />� <br />o <br />m <br />wM <br />T <br />x <br />1� <br />z <br /><F <br />=3 <br />Sol <br />o <br />ch <br />i° <br />a F <br />12, <br />zIQT0 <br />3 <br />O <br />i <br />WE <br />M <br />_J <br />rn <br />m <br />m <br />L <br />T <br />co <br />O <br />= 0 <br />� <br />10-� <br />Y <br />O <br />U m <br />3: <br />N <br />C <br />LO <br />(6 M <br />.Q <br />00 O <br />U') <br />M <br />N <br />Q <br />N <br />T <br />E <br />T <br />M ` <br />vi d <br />6 <br />z <br />Z <br />E O <br />_ <br />f° <br />0- <br />E o <br />0 J <br />v N <br />Q 0 <br />_ <br />a=i <br />—� <br />JOB <br />NO: <br />23-00506 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />5 <br />