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rT <br />3 <br />S <br />m <br />Ca <br />L0 <br />L0 <br />O <br />0 <br />0 <br />r` <br />L0 <br />O <br />I <br />N <br />s <br />rr <br />m <br />-=r <br />l� <br />0 <br />L <br />O <br />O <br />N <br />O <br />J <br />0 <br />0 <br />N <br />L0 <br />L0 <br />0 <br />cn <br />O <br />0 <br />a <br />N <br />N <br />a <br />E <br />F� <br />O <br />N <br />O <br />2 <br />C <br />C <br />J <br />(Z <br />0 <br />U <br />N <br />N <br />N <br />0 <br />0 <br />0 <br />v <br />U <br />tz <br />0 <br />m <br />0 <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 />65-0" <br />WVVF PLACED IN 1/8" SAWCUT x 1/4 SLAB <br />55'-10" V-7" T-7" UPPER 1/3 OF SLAB THICKNESS WHERE <br />3" OR FIBERMESH SHOWN ON <br />1'-6" 5'-7$' 6--41" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 5'-28" 7'-18" 1'-4" REINF. SEE PLAN. FOUNDATION PLAN <br />15'-0" <br />Lu <br />TYP @ 1 STORY <br />U.N.O. VERIFYMETER a¢J <br />A LOCATION WITH 3'-0" <br />S3 BUILDER tH.B. <br />r � I <br />.........�....................... <br />eo <br />Opp — <br />VERIFY LOCATION <br />�� <br />co <br />% <br />2 #5 REBAR <br />`P <br />4'-0" <br />12'-1 <br />/ N <br />ELECTRICAL PANEL <br />VERTICALS w/ in <br />BUILDER TO PROVIDE <br />FILLED CELL <br />' <br />196 17' 1 <br />:: <br />; : <br />I : ' <br />2' 6„ <br />APPLIANCE PROTECT <br />ON <br />■; <br />I <br />:: <br />:: <br />I :: <br />WHEN REQUIRED PE <br />FBC <br />35L4" <br />20'-6" <br />M2 <br />Lo <br />I M <br />I, S3 � <br />I <br />S3 <br /><V <br />2,_74„ 4'-9" <br />4'-10" <br />EDGE OF SLAB 2" <br />;- <br />■ <br />I i CJ <br />:: GJ <br />I : <br />BEYOND WALL CJ <br />5'-3" 1'-10" 3'-6" <br />II <br />N r <br />N <br />I <br />:,I I <br />�°' ...---..... - <br />�_ _-_.__._--. <br />I ±� !I <br />95.71 <br />(2)#5REBAR <br />VERTICALS w/ in <br />— '� <br />I OPT. WI I I <br />I I <br />-1 <br />OPT. <br />D ! 95.88' <br />M <br />FILLED CELL <br />2 -6' x2'-6"X1'-0'jFTG G_ <br />W/(3)#5E.W. S3 <br />_ <br />:��� <br />I J I I <br />L ----JL----J <br />1 :: <br />- <br />SLOPE <br />(2) #5 REBAR <br />' i <br />I <br />2'-6" x 2'-6" x 1'-0" <br />AHU <br />VERTICALS w/ in I <br />W/ (3) #5'S E.W. <br />TYP @ 1 STORY <br />I <br />iv <br />I <br />FILLED CELL <br />U.N.O. A <br />S3 <br />ici <br />j <br />I K <br />S3 <br />S3 <br />I <br />in <br />CJ l ' <br />I. <br />J <br />- <br />T <br />- - ..... <br />Cl) <br />■ <br />r <br />a,% <br />2'-6"x2'-6"X1'-0" FTG <br />-3„ <br />i <br />W/ (3) #5 E.W. <br />I to 95.84' <br />I <br />L <br />T <br />3-1/2" MIN 3000 PSI CONC. / <br />/ <br />HERNANDO <br />PROVIDE Z" x 9 %" `�' <br />M SLOPE <br />I <br />S3 <br />INDICATES FILLED CELL w/ 3000 PSI <br />SLAB FOR / <br />(2) #5 REBAR <br />CONC. GROUT FROM FT. TO BEAM <br />COUNTY ONLY / i' <br />RECESS FOR FRT. OOR <br />VERTICALS w/ in <br />FILLED CELL <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />( TYP @ ALL PLACES SHOWN <br />3-1/2" MIN 2500 PSk66NC <br />SLAB OVER 6 I\AI%OISQUEEN <br />96.17' <br />TOP OF CONC./ PAVER TO BE <br />4" BELOW FIN. FLR. <br />4'- <br />■ <br />I <br />T-8" 4'-6" <br />HOOKED FTG. DOWELS 5" EMBED I <br />VAPOR BAR ..:::::::::::::::: <br />' <br />. ... ' ' <br />: ■ <br />■ <br />� <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />STEEL" <br />/ / <br />/ / <br />// <br />::::: <br />........ <br />1 ' ' <br />I— <br />... <br />-----.------� <br />. _ _ .......� .......... . <br />4'-0" <br />16'-10" <br />12'-10" <br />o <br />STEPS AS <br />/ <br />T <br />v <br />REQUIRED <br />PER FIELD <br />I / / <br />/ <br />I 'r------ <br />KITCHEN ISLAND III I. <br />LOW WALLS OPT, <br />.................... <br />: '.'.:: <br />10 104 <br />I <br />CONDITIONS <br />■' <br />C <br />------I CJIII REF. I:: <br />Ili r • <br />-L�J <br />C3: <br />CJj <br />I <br />■ <br />_ _ '� <br />/--_- <br />PROVIDE 1 �" RECESS / —= <br />_—_— __-- — � _ <br />.. <br />_ - � = -- - - - - - - "- - _ <br />- - - � = - - =1 CHASE TO ISLAND <br />_ <br />_ _ <br />; ; <br />_ _ _ -I_� — <br />— <br />�\ I ! <br />II ° <br />— _ — <br />TYP @ 1 <br />/ 1 F <br />FOR SGD. REFER TOIlr�r�ll <br />r I <br />t <br />I <br />STORY U.N. 0. <br />L <br />S3 <br />MASON'S SLOPE FOR I <br />I <br />I <br />D.W. 1111 �� II �� 111 <br />I <br />o'=% <br />: <br />lit <br />A `� <br />o <br />-1 <br />I <br />M WIDTH <br />1 L�---jLLJL-JJ-- <br />-__ <br />:: <br />, <br />:: Y <br />}1j <br />°° <br />S3 in <br />�r <br />in <br />95.84' <br />L — <br />/ / <br />S3 / / <br />16'-0" <br />SINK / DISP <br />2'„ 6'-10" <br />:: <br />:: <br />t <br />:: <br />:: C III t <br />°' <br />96.1 T I , <br />■ <br />I / //" <br />I <br />1 <br />{ <br />I t <br />t <br />I■ <br />b <br />o <br />HVAC CHASE <br />BASED ON <br />LOCATION <br />f��\' 1-1 <br />:: <br />- ----- <br />---- j <br />Cl)°' <br />- <br />... <br />rim <br />.............. <br />is <br />0 M <br />0 M- <br />I <br />H.B+ <br />5'-4" 1, 98„ 3'-28„ 5'-0„ <br />5'-0" <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />2'-10."" 1 5'-1 <br />-4" <br />FOUNDATION PLAN - ELEV-131 <br />SCALE: %4"=V-0" <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <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 />SCALE: 3/4" = V-0" <br />Cn <br />C%j <br />+'tea <br />ca <br />Of <br />cl- <br />-a s <br />r <br />m Qa >< <br />"- <br />' <br />„� ev C-4 <br />S9 fa � N <br />•sue-+ .g <br />10 <br />ci a, <br />ro � <br />C`> <br />N <br />0 <br />CV <br />-Nj <br />No <br />SBA. n�ti Gv'll ras <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 />eW <br />' <br />'a <br />O E N <br />V <br />O <br />'o <br />0 n LL <br />CO n f� L,- W Lu <br />w a a <br />LL Y Cj <br />Z <br />o o <br />Z <br />N C? _ O <br />CO m Q <br />NIL <br />W <br />z <br />2 1-- Y, �e M <br />N Cl)Z UCVi)= <br />O V ❑�❑ <br />z <br />>- <br />fh � <br />M <br />Z N M <br />o g <br />z � N <br />o �a <br />J <br />6- In <br />N <br />M <br />� m <br />a <br />LL <br />T' <br />Cn <br />W <br />u <br />�O <br />� a <br />fC5 <br />C <br />W J <br />°- - E <br />! <br />z� <br />(J o <br />0 <br />N <br />I� <br />o <br />M <br />J <br />J� <br />h <br />w <br />z <br />Q <br />�i <br />L <br />,6E <br />o- 0 <br />V. <br />=o <br />oa<R <br />z o <br />.o <br />fCo <br />U <br />U <br />�U <br />O <br />¢ C <br />az <br />p < <br />az <br />m J <br />y <br />mm <br />z� <br />¢w <br />3 <br />�w <br />z z <br />go <br />son <br />cn <br />co <br />S� <br />ao <br />az <br />ti <br />o <br />< <br />w� <br />>° <br />V <br />zla= <br />¢TT� <br />3 <br />' ^ <br />L0 <br />CU <br />CL <br />(D <br />CIO <br />:3 MO <br />CM <br />CTY <br />a✓ <br />0 <br />m <br />m <br />m <br />uy M <br />I <br />N <br />r <br />LL <br />0-) <br />LO <br />Q <br />h <br />r <br />E <br />:1 <br />C0 <br />CY) <br />o <br />z <br />z <br />E CN <br />E <br />Il <br />U -j <br />Q 0 <br />-J <br />JOB <br />NO: <br />23-00517 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />t.Cir ' ,• .r - <br />