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. <br />° e <br />° e <br />�L <br />' <br />.. <br />' <br />° . ° . <br />. It <br />b.v . e <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 />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 />�Iklr r r 1 n.i <br />- -1 /8" SAWCUT x 1 /4 SLAB <br />THICKNESS WHERE <br />SHOWN ON <br />I—P11 IAIr1ATIr1Al PLAN <br />LIJ <br />Z <br />LLJ Q <br />C/7 1101- <br />CONTROL JOINT DETAIL <br />.9 -no <br />0 ~ <br />F- Q <br />U Q <br />0 <br />O <br />lL <br />Irz <br />OO <br />wo <br />J z <br />z D <br />F� <br />G <br />ac <br />1 v-w <br />110911111 <br />1' 4" 11'-8" <br />S-5" 5'-2" 3'-5" <br />2'-6" <br />x 2'-6" x <br />#5's <br />E.W. <br />TYP. L <br />AC PAD <br />PORCHH S3 <br />w c' 4 I INDICATES FILLED C LL I <br />I I <br />0 I w/3000 PSI CONC. GTOUT I <br />FROM FTR. TO BEAM w/ (1) #5 <br />I <br />c> <br />10 ■ REBAR VERT. ABOVE: SLAB. I I <br />co <br />5' 10" 6-10" 4" I TYPICAL @ ALL PLACES I <br />SHOWN. HOOKED F1 G <br />DOWELS w/ 17" EMBEDMENT <br />I I <br />w/ 25" EXT. ABOVE S B. <br />GRADE 40 STEEL <br />F _.. C.J. _ <br />HVAC CHAE E I <br />■ I------ —' --- BASED ON II <br />3 1 <br />PROVIDE 1 1/2" <br />(RECESS FOR SGD M LOCATION <br />IREFFR TO MASONS S3 - �I I I ■ <br />ih <br />(SCOPE FOR WIDTH. � 000? <br />� III <br />I I <br />■ <br />I <br />a <br />I 4 b <br />_ I <br />■ <br />_ C.J. _ _ I <br />I <br />S6 <br />' I <br />TYP. @ <br />� <br />I <br />TWO 00 <br />� <br />3'-8Ys" 4'-1" <br />I 3Y2' MIN. 3000psi CONC. <br />S TORY <br />SLAB FOR HERNANDO <br />I COUNTY ONLY. 3Y2' MIN (j <br />I 2500psi CONC. SLAB <br />■ I OVER 6 MIL VISQUEEN III ■ <br />VAPOR BARRIER <br />— <br />I <br />I <br />I Ii � TYP GG <br />_ C.J. ■ <br />O I I <br />III ■ <br />N <br />I o L_J III <br />■ <br />I <br />7'-3„ I <br />o <br />9 <br />I I ■ <br />— <br />PLUMBING <br />I GG I I <br />STACK <br />C.J. S3 <br />2'-6" x 2'-6" x / 3-4° <br />V-0" w/ (3) (\ <br />STUB UP <br />#5's E.W. I <br />TO 2ND <br />FLOOR <br />_— --- <br />FOR A/C <br />o <br />I_ <br />K 3 1 /2" <br />AC I <br />= <br />—�' <br />S3 <br />S3 <br />w <br />I <br />I <br />I <br />LUz o <br />■ ■ <br />■ <br />■ 9" <br />17 9" I <br />O w <br />" n <br />J I <br />O <br />`—` <br />x U J <br />11'-6" 3' 11" N <br />I PROVIDE 1/2" X 9¢ <br />I <br />> m <br />I <br />■ 112" RECESS FOR <br />U °_, I ■ <br />4" - <br />O <br />FRONT DOOR <br />O U <br />in <br />a <br />TOP OF CONCJ PAVER TO <br />LL <br />O <br />I BE 4" BELOW FIN. FLR. <br />O <br />I <br />r . <br />I W J <br />_ <br />_ <br />I <br />>W I <br />■ I <br />I ■ <br />I <br />2'-6" <br />x 2'-6" x <br />1'4" 4'-4" <br />I <br />C.J. <br />00 <br />00 <br />#5's <br />E.W. <br />L <br />I <br />I <br />TYP. @ <br />■ ILU <br />I ■ <br />ENTRY <br />I <br />A <br />o <br />I U) <br />I <br />S3 <br />TYP. @ <br />SINGLE <br />J <br />i <br />STORY <br />(2) #5 VERTS w/in S3 <br />(2) #5 VERTS w/in I <br />HB <br />vFILLED <br />FILLED CELL <br />CELL <br />— — — — — — — <br />— — — — — — — — — — <br />ih <br />■ Nil■ <br />■ <br />16'_0" <br />19'-4" <br />5'-8" <br />�Z <br />OO <br />W8 <br />J Z <br />c7 � <br />Z <br />WLL <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-7--ELEV-B. <br />N <br />c, <br />N <br />co <br />Cn <br />-o <br />cm <br />O W <br />m <br />W <br />ai o <br />e�ac,,N <br />l i- <br />Cou <br />N C Ids d <br />Cc G i <br />N !V <br />Q d N <br />Y <br />3 T <br />a <br />y c <br />> <br />CIOC, <br />V Q <br />3 m <br />� <br />to � <br />.� d <br />� C p <br />to Q <br />c E <br />fO o <br />Q.. C.1 <br />\\```�e0 <br /><( . • <br />_ <br />U i <br />�'� �. <br />L <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 <br />7th Edition. Engineer's <br />signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal, <br />M <br />W <br />a <br />E <br />�8 <br />O N <br />ti <br />0 <br />04 <br />y 00 aa, N <br />M <br />N <br />N <br />t✓) <br />4 <br />On <br />� co v 3 � <br />c— LL w <br />LL <br />J LL a <br />m a I,"a <br />v <br />W <br />00 � � <br />un W <br />W <br />Z <br />ci <br />" OU <br />Z <br />W <br />00 <br />V M <br />z <br />z <br />z o <br />Q <br />J — <br />W <br />0 9 <br />— <br />wLU <br />g <br />Q) <br />— <br />O <br />l/1 <br />to <br />w 52 <br />I= m <br />tin <br />® <br />W <br />•— E <br />t 8 <br />>I�' <br />! <br />= m <br />°J <br />° <br />U 0 <br />Q & <br />440— <br />O <br />J <br />a <br />Mz <br />M <br />o� <br />Q 0O <br />so <br />❑ <br />v <br />z® <br />U <br /><0 <br />I� <br />O E <br />5,80 <br />a <br />p <br />0 <br />0 <br />z <br />O f0 <br />� <br />°dz <br />ww <br />d' J <br />ai <br />ao <br />�ZLL <br />0, <br />m�z <br />zU)C <br />J <br />a� <br />z0 <br />S <br />o <br />�w <br />Flo <br />IJ <br />o <br />wa <br />a0 <br />?R <br />s <br />0 O <br />s <br />1 <br />> (y) <br />0 <br />0, <br />rn <br />T <br />05 <br />05 <br />� <br />N <br />co <br />C) <br />Y <br />M <br />^ <br />V /1 <br />3: <br />`° <br />lid <br />+-r <br />- <br />CD O <br />L0 <br />N <br />Q <br />� N <br />'_ <br />E <br />c0 (0 <br />C7 (V <br />o <br />Z <br />Z <br />E O <br />1— <br />n <br />N <br />a <br />E <br />O <br />v -j <br />Q o <br />C <br />� <br />JOB NO: <br />22-12351 <br />SCALE : <br />AS NOTED <br />SHEET- NO. <br />5 <br />