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P° �°IA <br />- { i ' <br />`' °a <br />#5 CONTINUOUS <br />REINF. SEE FND, FOR <br />a <br />v <br />QUANTITY <br />° }gyp IA O �a �v Y t�e..}t° <br />' <br />\f <br />\. 7 <br />#5 X 25"X 25" CORNER <br />® q °. Qa <br />e. a8 SAS <br />ip }r <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />®A. 4w_.. =a.®: <br />@m, ;v�6 .• p • a ° <br />° e <br />U.N.O. <br />® N'l <br />° • ° • °- ° a ° i <br />"Alternate: <br />The reinf. bars shall be <br />µ <br />a ® - ° ° • • ° ° - ° <br />cont. around corner by cold <br />® �. s.• O 9 8a ®a O V qa 9• e 0 .yI �r O B 9. fls 8 N b' <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 />F1/8" SAWCUT x 1 /4 SLAB <br />THICKNESS WHERE <br />SHOWN ON <br />r-11111 ld lr'%A TI/1A1 P11 Awl <br />CONTROL JOINT DETAIL <br />2'-6" x 2'-6" x <br />1'-O" w/ (3) <br />#5's E.W. <br />r <br />1� <br />C <br />9 <br />0 <br />F- <br />op <br />iO <br />2'-6" x 2'-6" x <br />1'-0" w/ (3) <br />#5's E.W. <br />13--0" 12'-0" <br />Te <br />T-5„ a 5, 2„ J 3,-5" <br />TYP. @ L <br />PORCH S3 4QD <br />w o I INDICATES FILLED C LL <br />p f ( w/3000 PSI CONC. GTOUT <br />FROM FTR. TO BEAM w/ (1) #5 I I <br />I" ■ I REBAR VERT. ABOVE:SLAB. <br />6' 10" 4" I TYPICAL @ ALL PLACES <br />I <br />(PROVIDE 1 1/2" <br />IRECESS FOR SGD <br />IREFER TO MASONS <br />(SCOPE FOR WIDTH. <br />ML <br />I <br />■ <br />3Y2' MIN. 3000psi CONC. I <br />SLAB FOR HERNANDO <br />COUNTY ONLY. 3Y2' MIN <br />2500psi CONC. SLAB <br />( <br />I <br />I <br />i <br />i <br />■ <br />i <br />2'-6" x Z-6" x — <br />1 0 w/ (3) 10 <br />#5's E.W. <br />I-7F -1 11 ...... . . N <br />■ ■ ■ ■ 9„ <br />o "I <br />ll' 6" 3' 11 " <br />OVER 6 MIL VISOUEEN <br />VAPOR BARRIER <br />I <br />U CU <br />C.J. <br />I <br />I <br />j SHOWN. HOOKED FIG I <br />DOWELS w/ 17" EMBEDMENT <br />O w/ 25" EXT. ABOVE S AB. <br />`t I GRADE 40 STEEL <br />C.J. <br />IN 0 <br />HVAC CHA E <br />— ^ — BASED ON' <br />N I I <br />M LOCATION <br />S3 _ I <br />I I �� I ■ <br />co I I <br />o <br />FO <br />_ C.J. <br />L � <br />6> 4T-M8" I 4'-1 <br />U <br />I it ■ <br />ill <br />J <br />S6 <br />TYP. @ <br />TWO <br />STORY <br />TYP 100"GG I <br />S3 <br />I I <br />I I I II <br />I I <br />I <br />I II ■ <br />o <br />' I_ J <br />I <br />CV <br />11, <br />■ <br />L — ^ — — PLUMBING <br />�S3 <br />— I I STACK <br />I <br />co 13'-1" STUB UP <br />TO 2ND <br />FLOOR <br />FOR A/C <br />K 3 1/2" l <br />S3 ~ <br />— C.J. <br />3'-0" <br />N PROVIDE 1/2"X9 <br />■ I 1/2" RECESS FOR <br />FRONT DOOR <br />w TOP OF CONC./ PAVER TO <br />Or I BE 4" BELOW FIN. FLR. <br />■ <br />00 <br />I <br />,1'-4" 4'-4" <br />C I <br />L <br />S3 I I <br />TYP. @ ■ <br />ENTRYco <br />w <br />O <br />q(2) #5 VERTS w/in —FILLED CELL---1 <br />0 <br />r; <br />n <br />16'-0" <br />T-8" 19'-4" <br />1719„ I <br />O w <br />w~o <br />ZW <br />OQ ( <br />>0 <br />a■ <br />U-j <br />OO <br />I <br />UI <br />�w <br />I >W <br />I ■ <br />(2) #5 VERTS w/in I HB <br />FILLED CELL <br />— — — — — — — — <br />i+� <br />■ ■ <br />0W <br />W <br />tt <br />o6 <br />10 <br />0 <br />�t <br />�r <br />iO <br />co <br />OP <br />TYP. @ <br />SINGLE <br />STORY q <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 />id <br />7 W <br />u- 0- <br />!2 eo o <br />N y <br />6L CV <br />w <br />cr- 3 <br />ia.� ass+ <br />�'y <br />c <br />E <br />p <br />a u <br />M <br />N <br />O <br />N <br />CV <br />0 <br />4 s <br />FVIrc <br />,F <br />� y . <br />v- <br />t <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 />W v E <br />O <br />o co 8 <br />o <br />0 C N r <br />0y <br />V C J W W <br />J LL U- a <br />O d Y <br />0 <br />_ m c n <br />o <br />0 (ONE_ <br />a <br />W — m <br />Wn W <br />ILILZ MZ ¢ � <br />Z N OU U o <br />W E] El <br />N M <br />O 00 <br />� o � <br /><i <br />J — <br />ci- <br />N <br />M <br />In Z a <br />0 <br />vc�o <br />u- <br />4-1 <br />U <br />O o <br />gars <br />�M <br />C? <br />LL6 <br />�— L U <br />ago <br />�S <br />l� <br />= <br />z <br />Of N 8 <br />N 01 <br />J� <br />cfl <br />M <br />z <br />o <br />z <br />z <br />U- <br />zo <br />w� <br />g <br />>ry <br />Qry <br />fli <br />00 <br />o <br />�¢ <br />S< <br />Q <br />¢p <br />ww <br />= L <br />co <br />a <br />¢. <br />P0 <br />o� <br />W g <br />0, <br />ZF <br />M v <br />m <br />�� <br />¢W <br />-Z <br />son <br />a2 0 <br />m <br />Im <br />�� <br />o� <br />�W <br />�- <br />r� <br />o <br />wa <br />}o <br />_I¢ <br />a <br />0 3 <br />0 <br />c Q <br />> M <br />0 <br />ai <br />m <br />m <br />C9 <br />M Liz <br />•-- <br />=; N a <br />LO <br />Q <br />a�' o <br />N <br />o <br />m <br />*�--+ � <br />O <br />Ln <br />�..i <br />a-+ <br />O LL <br />-14 <br />m p <br />L <br />N <br />Q N N <br />r <br />o <br />ca <br />z <br />E <br />E v <br />a w <br />ca <br />a <br />0 0 <br />c� <br />JOB <br />NO: 23-04906 <br />SCALE : AS NOTED <br />SHEET NO. <br />5 <br />