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IWIIIli1u1 Illl u. l .d tYll 1i1}I�I�u 1 _ 1I1 <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 />:ont. around corner by cold <br />,ending 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 />0 <br />In <br />H <br />W <br />J <br />O <br />VJ <br />13'-0" 12--0" <br />if 1'-4" 11'-8" T-5" 5'-2" 3'-5" <br />2'-6" x 2'-6" x <br />1'-0" w/ (3) TYP. @ L <br />#5's E.W. <br />PORCH S3 WACPAD <br />w I INDICATES FILLED C ELL I I <br />0 I w/3000 PSI CONC. GIfOUT <br />FROM FTR. TO BEAM w/ (1) #5 I <br />o I IU ■ I REBAR VERT. ABOVE SLAB. <br />00 00 5'-10" 6-10" 4" I TYPICAL @ ALL PLACES <br />SHOWN. HOOKED F1 G I I <br />DOWELS w/ 17" EMB DMENT <br />q w/ 25" EXT. ABOVE S B. <br />GRADE 40 STEEL <br />I <br />C.J. <br />HVAC CHA E <br />■ (------ — — — --- BASED ON II <br />PROVIDE 1 1/2" M 3'-1" <br />IRECESS FOR SGLOCATION <br />D <br />IREFER TO MASONS S3 co SCOPE FOR WIDTH. I I I I ■ <br />I I to III <br />■ <br />I I o I <br />I I I <br />10 <br />ib <br />it <br />0 <br />in <br />1 <br />c <br />in <br />T <br />2'-6" x 2'-6" x <br />1'-0" w/ (3) <br />#5's E.W. <br />■ <br />■ <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 />F- <br />Q <br />— <br />L <br />-J] <br />?; <br />( <br />ss <br />r <br />TYP. @ <br />I <br />°' <br />e <br />TWO 00 <br />3Y2' MIN. 3000psi CONC. <br />3'-8Y8' ( <br />4'_1• <br />STORY <br />SLAB FOR HERNANDO <br />COUNTY ONLY. 3Y2" MIN <br />2500psi CONC. SLAB <br />OVER 6 MIL VISQUEEN <br />III <br />d <br />VAPOR BARRIER <br />I� <br />TYP GG <br />I <br />I— <br />S3 <br />— <br />— — <br />C.J. <br />— <br />N <br />■ <br />L — — — — — — I I PLUMBING <br />GG I STACK <br />C.J. _ _ S3 <br />2'-6" x 2'-6" x T-0" � 13'-1" <br />1'-0" w/ (3) STUB UP <br />#5's E.W. I I —LL I TO 2ND <br />FLOOR <br />— — — — — L l,_ --JFOR A/C <br />A <br />I <br />.r.r.l.r.r.r.l.l.r.r.r.r.r.r.r <br />K �3 1/2" C <br />S3 S3 <br />17?-9" <br />tt <br />PROVIDE 1/2" X 9 <br />■ I 1/2" RECESS FOR <br />�-4"WFRONT DOOR <br />TOP OF CONC.I PAVER TO <br />oO I BE 4"BELOW FIN. FLR. <br />r M <br />-- ■ <br />co <br />L <br />S3 I <br />TYP. @ ■ <br />ENTRY w <br />a <br />T-8" <br />0 <br />F <br />■ <br />V-8" <br />0 <br />J <br />(2) #5 VERTS w/in S3 <br />FILLED CELL <br />d <br />I <br />I = <br />w� <br />�0W <br />U- ° <br />REJ <br />J <br />0z I <br />;0m <br />�a o. <br />o U � <br />>- <br />w <br />> W <br />I ■ <br />I <br />I I c <br />I I <br />(2) #5 VERTS Win I HB <br />FILLED CELL <br />16--0" V-8" <br />19'-4" <br />UN 4 <br />SINGLE <br />STORY <br />0 <br />0 <br />N <br />co <br />0 <br />v <br />m <br />MONOLITHIC FOUNDATION-B <br />SCALE: 4"=V-0" <br />a+� <br />C%d <br />•'" <br />t3 -o <br />n�o <br />,N- c O r. <br />dt d <br />CU <br />g <br />N O_ <br />c � ' <br />�o <br />a <br />0 <br />'00111111111"1j11t, <br />WIV <br />�g0 <br />�'.e•NSF ''•• <br />`WO <br />5 :o <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 />a <br />E <br />$ <br />v S <br />Q ao ror <br />M inrr ac <br />� M v � LL <br />Q J U LL W W <br />n <br />= c rn o <br />a C i O <br /><°n2pjO' m <br />Z a COz Q J <br />IL <br />ILW <br />zN OU <br />W 00 <br />o <br />N <br />M <br />U) <br />CAW <br />CR <br />o a <br />V <br />0 W 8 <br />In C <br />�N <br />w <br />x8 <br />N <br />o <br />CD <br />Cl) <br />o <br />J <br />IL <br />go <br />Qo <br />z® <br />O <br />E t1 <br />H <br />-i <br />5 <br />xo <br />U <br />W a <br />V <br />d� <br />OZ <br />Z <br />N <br />c <br />Wox� <br />a <br />W z <br />WM <br />rp <br />o <br />�� <br />0 <br />gLL <br />zCOc <br />zs <br />o�$ <br />W <br />Q S <br />� 3 <br />W 1 <br />�o <br />a <br />N W <br />1k <br />O <br />aLL <br />a <br />�� <br />5 <br />83 <br />0 <br />= <br />co <br />rn <br />B <br />C9 <br />CID r <br />O <br />T <br />T <br />m <br />N <br />+.+ <br />V) <br />_ <br />Q <br />� <br />N <br />0 <br />O <br />N <br />Lo <br />C,4 <br />Q <br />r <br />W <br />rn <br />3 _ I N I� <br />0 <br />Z <br />z <br />E O N <br />C <br />a <br />U -j Q p <br />3 <br />JOB <br />NO: 22-08308 <br />SCALE : AS NOTED <br />SHEET NO. <br />5 <br />