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.; <br />•°; - <br />; <br />#5 CONTINUOUS <br />,; <br />, , , • <br />',_ <br />REINF. SEE FND. FOR <br />_ • °' <br />\ °; ° <br />,' <br />QUANTITY <br />' •' <br />' ' <br />#5 X 25" X 25" CORNER <br />' '�°' '�°' ' '�°' <br />°°° <br />BAR ONE FOR EA. <br />\'° v'° \-e <br />' °' ' ° ° <br />HORIZ. REBAR, TYP. <br />° . ° <br />. �. <br />U.N.O. <br />- ° - ° • •- ° <br />• ° <br />"Alternate: <br />_ _ <br />The reinf. bars shall be <br />_ <br />- ° - • ° • - ° • •- ° <br />- ° <br />,' \ <br />- ° <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 />1/8" SAWCUT x 1/4 SLAB <br />THICKNESS WHERE <br />SHOWN ON <br />r-P111\1r%A T1e%LI r%1 A\1 <br />CONTROL JOINT DETAIL <br />1 S-O" 12'-0„ <br />if 1.1'-4" 1 V-8" _ T-5" 5'-2" _ T-5" <br />2-15" x 2'-6" x <br />1'-0" w/ (3) <br />#5's E.W. TYP. @ L AC PAD <br />PORCH S3 <br />w V I INDICATES FILLED CIELL <br />O I w/3000 PSI CONC. GIfOUT <br />-?j ° FROM FTR. TO BEAM w/ (1) #5 0 <br />o I 5' IU 6' ■ I REBAR VERT. ABOV SLAB. <br />00 00 -10" -10" 4" I TYPICAL @ALL PLA ES <br />Fo I SHOWN. HOOKED F1 G I I <br />4 I DOWELS <br />ENT <br />ABOVE S AB <br />GRADE 40 STEEL <br />C.J. <br />HVAC CHME E <br />■ — — 'PROVIDE 1 1/2" — — — — — 3 jll BASED ON I I <br />IRECESS FOR SGD M LOCATION <br />IREFER TO MASONS S3 0o I I I I I ■ <br />i) ISCOPE FOR WIDTH. <br />I � III <br />■ <br />o p <br />I o I <br />I <br />I I <br />C.J. F 7 I ■ <br />L- -J ?; I ss <br />TYP. @ <br />0) C0 <br />TWO <br />3,Y2" MIN. 3000psi CONC. I 3'-8YB" I 4'-1" I STORY `n <br />I SLAB FOR HERNANDO <br />COUNTY ONLY. 3Y" MIN �j <br />2500psi CONC. SLAB <br />■ I OVER 6 MIL VISQUEEN III ■ <br />VAPOR BARRIER — <br />I I � <br />IU U TYP GG JIL— <br />C.J.'t I I IINro <br />J <br />V-011 7-3" ( O <br />9 I I ■ <br />L — — — — PLUMBING <br />GG STACK <br />C.J. _ _ S3 <br />10 <br />2'-6" x 2-6" x"T-O" io 13'-1"1'-0" w/ (3) STUB UP <br />#5's E.W. ( TO 2ND <br />FLOOR <br />FOR A/C <br />trr <br />I 11 I <br />C <br />= <br />z0' <br />S3 <br />S3 I <br />z <br />�8 <br />■ ■ <br />I I <br />■■ 9" <br />179" I <br />�OW <br />T4'-6" <br />T-11" ' <br />J I <br />O z <br />O z <br />O- <br />�12li <br />ILL <br />w O <br />PROVIDE 1/2" X 9 <br />Q I <br />> J m <br />rh <br />■ 1/2" RECESS FOR <br />¢ J MN <br />co <br />I -4" . <br />FRONT DOOR <br />0 U <br />0 O <br />`t <br />I a <br />TOP OF CONC./ PAVER TO <br />IY <br />a) t= <br />O y <br />I BE 4' BELOW FIN. FLR. <br />w <br />J z <br />0 <br />c <br />r M <br />_ <br />_ I <br />W J <br />I >w <br />r <br />■ <br />■ <br />�0 <br />I <br />I <br />2'-6" x 2'-6" x <br />11 All <br />4111 <br />— — c <br />C.J. — — <br />co <br />1'-O" w/ (3) <br />I <br />#5's E.W. <br />d <br />S3 <br />I <br />I i <br />o <br />TYP. @ <br />■ ILU <br />I ■ <br />ENTRY <br />I a. <br />I <br />o <br />J <br />I <br />i (2) #5 VERTS w/in S3 <br />(2) #5 VERTS Win I <br />ilk <br />HB <br />vFILLFILLED CELL <br />ED CELL <br />— — — — — — — — <br />— — — — — — — — — — <br />c <br />ih <br />V-8" 16'-0" V-8" <br />5'-8" 19'4- <br />&D <br />co <br />v <br />TYP. @ <br />SINGLE <br />STORY o <br />z <br />0 <br />Q <br />z <br />D <br />O <br />z <br />0 <br />Q <br />z <br />0 <br />L <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 />SCALE: Y4"=1'-0" <br />en <br />O <br />M <br />02 <br />_ <br />0 <br />O <br />--- <br />LU <br />a/ -o <br />� W <br />o L <br />f� <br />Co <br />U d['� M <br />= laws, <br />-0 <br />N A O <br />•N -O N t <br />N 61 O la <br />Q N Y <br />dW <br />a E s = <br />Ot V Q <br />= <br />co <br />3 •- <br />a. d u aal <br />�_ =o <br />CU R <br />N C <br />C <br />ea <br />o <br />aCj <br />0 <br />FF <br />E it 0 <br />r tt�ist;;,�t1t�10\ <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 />Engineers signature and seal. <br />� <br />E <br />o <br />m <br />Q <br />N N O �2 p <br />GjM S J <br />C J LL <br />0 <br />52 W <br />-�.1LLLL G <br />Z <br />vo a S <br />«o <br />W <br />W <br />0 r- <br />og O <br />Z <br />IL W <br />� m w <br />04 MZ d <br />Z <br />N O U <br />W <br />lV <br />0 V <br />Z � M <br />Z o <br />v <br />J <br />d � <br />Z � <br />LL <br />LU <br />OL. <br />s <br />N <br />(= <br />N <br />� <br />= s <br />U <br />J <br />_J <br />xu <br />=CD <br />Q <br />• <br />N pl <br />o <br />W <br />CIO <br />J <br />o <br />u <br />a � <br />i <br />�¢ <br />a° <br /><0 <br />z® <br />1[O <br />—CL <br />z <br />x8 <br />Z Q <br />oa <br />�O <br />O <br />O <br />N <br />ua <br />wS <br />< <br />a <br />¢ <br />L <br />(d <br />p <br />m f <br />O <br />zCOC <br />m <br />J <br />m <br /><w <br />s <br />Fb <br />o� <br />Z <br />8 <br />W <br />r <br />U <br />as <br />O u <br />az <br />N W <br />~¢ <br />� <br />J <br />�I 18x <br />J <br />o <br />co <br />cj <br />I <br />R <br />ZG <br />U S' <br />` 0 <br />0 <br />= <br />>M <br />0 <br />rn <br />m <br />c� <br />L <br />d- <br />Co <br />o <br />U) m <br />N <br />LO <br />O <br />.o <br />I� <br />N <br />C:) <br />•� <br />N O <br />LO <br />N <br />Q <br />M <br />,— <br />E <br />c_' <br />M 04 <br />z° <br />Z <br />0 <br />E <br />r <br />l` <br />o <br />c <br />a <br />C <br />U -j <br />ai <br />Q p <br />JOB <br />NO: <br />22-12353 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />5 <br />