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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 />7 7l <br />1 /8" SAWCUT x 1 /4 SLAB <br />THICKNESS WHERE <br />SHOWN ON <br />FOUNDATION PLAN <br />Iw z <br />W J <br />fn CL <br />CONTROL JOINT DETAIL <br />c( <br />(', <br />19--n;, <br />1 V-8" <br />3'-5" 5'-2" <br />T-5" <br />2'-6" x 2'-6" x 1'-0" <br />w/ (3) #5's E.W. <br />TYP. @ L <br />PORCHY <br />AC PAD <br />r <br />---- <br />---- — — ■ ■ <br />■f I <br />I <br />■ <br />O <br />W' INDICATES FILLED C LL — <br />I <br />�97.44 <br />aO T I w/3000 PSI CONC. GT LIT <br />50 <br />I <br />r I FROM FTR. TO BEAM w/ (1) #5 <br />b <br />I <br />Iv <br />■ REBAR VERT. ABOVE: SLAB. <br />I <br />I <br />h <br />00 <br />5-10" <br />6'-10" 4" I TYPICAL @ ALL PLA ES <br />SHOWN. HOOKED FIG <br />_ DOWELSw/ 17" EMB DMENT <br />I I <br />I <br />q w/ 25" EXT. ABOVE S B. <br />GRADE 40 STEEL <br />C.J.l <br />■ ■ ■ ■ — — <br />I <br />HVAC CHAERE <br />00 <br />■ <br />(PROVIDE <br />— 3'-1" BASED ON <br />1 112" <br />IRECESS FOR SGD <br />M LOCATION <br />o <br />IREFER TO MASONS <br />S3 ;0 I (� 97.77 -� <br />I I ( <br />io <br />(SCOPE FOR WIDTH, <br />■ <br />III <br />■ <br />I I <br />I <br />o <br />EO <br />p <br />F-OI <br />I <br />C.J. F —1 <br />I <br />I I <br />■ <br />L A <br />S6 <br />TYP. @ <br />I <br />I <br />I <br />TWO <br />LO <br />3-8y8 I <br />3Y2' MIN. 3000psi CONIC. <br />4'-1" <br />STORY <br />SLAB FOR HERNANDO <br />COUNTY ONLY, V2' MIN d <br />■ <br />( <br />2500psi CONC. SLAB <br />OVER 6 MIL VISQUEEN OPT.REF. <br />III <br />■ <br />I <br />VAPOR BARRIER <br />— <br />1 <br />I I� <br />d TYP GG <br />I <br />S3 <br />— <br />— _ C.J. _ <br />■ <br />l i <br />III <br />o <br />(V <br />� <br />LO <br />ill <br />o <br />I <br />NO <br />I <br />1 <br />I <br />■ <br />■ <br />I <br />� �� II <br />NF — — --- <br />L <br />■ <br />— — — <br />PLUMBING <br />97.77 <br />ALI <br />STACK <br />C.J. _ <br />`t <br />2' <br />2'-6" x -6" x <br />_ <br />3'-O" 13'-1" <br />1'-0" w/ (3) <br />STUB UP <br />#5's E.W. <br />I <br />TO 2ND <br />LI <br />FLOOR <br />-- ---- --- <br />FOR A/C <br />— —s' <br />S3 97.48 <br />w <br />S3 <br />I <br />■ <br />I <br />■ ■ ■ 9" <br />I <br />17 9" <br />I <br />wz <br />0 Of <br />o <br />Zo <br />J I <br />w <br />Q9 <br />11'-6' <br />3'-11" -1 <br />zw <br />0 z I <br />> m <br />I PROVIDE 1/2" X 9 <br />■ <br />1/2" RECESS FOR <br />¢ a �■ <br />UO <br />�97.44_ <br />FRONT DOOR <br />a <br />TOP OF CONC./ PAVER TO <br />J I <br />- <br />O M I <br />BE 4" BELOW FIN. FLR. <br />>W <br />f <br />2'-6" <br />x 2'-6" x <br />� <br />1'-4' <br />n <br />4'4 <br />r <br />C.J. <br />1'-O" <br />w/ (3) <br />I <br />— — — <br />— I <br />OP <br />#5's <br />E.W. <br />L ;t <br />s3 <br />I <br />TYP. @ ■ I <br />I <br />■ <br />r <br />ENTRY <br />W <br />o <br />I <br />A <br />I, s3 <br />1 c4 <br />i <br />95.48 <br />i <br />TYP. @ <br />SINGLE <br />o <br />9 <br />J I <br />STORY <br />Q <br />I <br />I <br />(2) #5 VERTS w/in S3 (2) #5 VERTS w/in I <br />HB <br />FILLED CELL FILLED CELL <br />- <br />- — — — — — — — <br />i>7 <br />16'-0" <br />V-8" <br />19'-4" <br />5'-8" <br />z <br />0 <br />Q <br />0 <br />z <br />D <br />0 <br />W <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 />MONO FOUNDATION - ELEV-A <br />SCALE: Y4"=V-0" <br />C <br />N <br />ti <br />> ' <br />c cc' c <br />-�QM <br />cam. <br />C`4 <br />CU y <br />E <br />� �en <br />a� <br />cM <br />N <br />O <br />N <br />N <br />M <br />O <br />1/ <br />' °•.� i' <br />ia <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 An Edition. Engineer's signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />Q <br />�FSO <br />O N U N <br />CN <br />Q <br />7 �N N LL LL <br />N <br />Lij <br />�mv� u' o_ a <br />4 <br />n <br />w z <br />* <br />103 <br />JLLLL <br />Z <br />(o Cc,0 <br />r <br />i@8 <br />co, <br />7 :-(0 N CO co J Q <br />ME W <br />1���m <br />LL7' <br />J <br />10 <br />LO N Z Q UT <br />Cl) <br />N U)i-- <br />O U ❑13❑ <br />Z <br />W <br />QD <br />z N in <br />O � <br />Z W <br />QNN <br />O Q <br />Q <br />E3 <br />N <br />(D <br />0 o <br />LLJ <br />OL11 <br />N <br />0 <br />� <br />Oft <br />�V) <br />U) <br />Moab, <br />c <br />tJ QQEfill <br />U <br />i <br />=� <br />(� oo <br />" <br />N Y <br />Q W) O� <br />r< <br />� <br />J <br />w <br />cn <br />M <br />J <br />� G <br />p� <br />z <br />z <br />Q <br />W E <br />ca <br />n- O <br />E U <br />zo <br />oo <br />z <br />>N <br />aN <br />z <br />oa <br />— <br />0o <br />E <br />rm <br />�¢ <br /><� <br />o< <br />wZ <br />cn <br />`= <br />Y <br />o� <br />mo <br />lox <br />m J <br />�m <br /><w <br />¢� <br />8 <br />�z <br />g <br />c`gn <br />rc <br />a z <br />z <br />m <br />— <br />ti! <br />T� <br />J� <br />5 <br />Mj <br />o <br />M <br />v- <br />w <br />z�<w- <br />C0 " Ho <br />3 <br />0 <br />O <br />y <br />>M <br />Orn <br />m <br />L <br />(1Y) <br />co <br />CIO <br />CN <br />Y <br />cc <br />Q <br />U) 0 <br />N <br />O <br />.E <br />19t�Q <br />co M <br />Q <br />00 N <br />N <br />CY) <br />,— <br />ai <br />M <br />C+7 N <br />o <br />Z <br />ca <br />z <br />E N <br />C <br />m <br />a <br />v <br />a a <br />JOB <br />NO: <br />23-00502 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />5 <br />