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3 <br />U <br />3 <br />I <br />rn <br />L0 <br />m <br />d <br />CY <br />Cn <br />0 <br />O <br />0 <br />J <br />O <br />I <br />3 <br />I <br />_ <br />a <br />rn <br />Ln <br />v7 <br />v <br />cnn <br />0 <br />m <br />0 <br />J <br />0 <br />I <br />L0 <br />02 <br />v <br />N <br />O <br />C <br />3 <br />QN <br />O <br />i <br />a <br />0 <br />N <br />E <br />O <br />_ <br />v <br />y <br />C <br />U <br />N <br />0 <br />c <br />0 <br />:.r <br />v <br />r <br />cli <br />O <br />45 <br />0 <br />0 <br />a- <br />N <br />N <br />S <br />0 <br />0 <br />U <br />z <br />W <br />m <br />0 <br />,_r" 5'- <br />TYP @ 1 STORY <br />U.N.O. <br />A <br />S3 <br />ff <br />6-0" <br />VERIFY METER <br />LOCK -ION WITH <br />BUILDER <br />..W� <br />5'-28" 15-0" <br />■ <br />■ ■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />r <br />T: 1 1 <br />VERIFY LOCATION <br />/ ; I <br />ELECTRICAL PANEL <br />(VERTICALS w/ in <br />BUILDER TO PROVIDE <br />FILLED CELL <br />0._01 <br />1 <br />:: <br />I : ; <br />2.6 <br />APPLIANCE PROTECTION <br />■ <br />I <br />; <br />I : ; <br />WHEN REQUIRED PER <br />• <br />FBC <br />35-4" <br />20'-6" <br />N <br />�'°° <br />M2 <br />LO <br />I <br />C) <br />I: S3 f <br />J <br />S3 <br />CV <br />2._74., <br />4, 9" <br />4'-10" <br />• <br />EDGE OF SLAB 2" <br />o <br />■ • <br />I CJ <br />GJ' <br />I <br />BEYONDALL <br />v <br />- - - - <br />- - - -1 <br />I • <br />c? <br />5'_3" 1'-10" 3'-6" <br />I� <br />'�cv <br />M <br />0 <br />N I <br />41 <br />I <br />(2) #5 REBAR <br />I <br />I <br />VERTICALS w/ in <br />I <br />I OPT. WI <br />I I OPT. D -3 1/2" <br />ih <br />FILLED CELL <br />2'-6"x2'-6"X1'-0" FTG G <br />W/ (3) #5 E.W. S3 <br />r 1 <br />L - - J <br />—._ <br />�T <br />I L-- J <br />L - - - - <br />11 --- • : <br />J L - <br />3'-5" <br />SLOPE <br />7 <br />'_1" <br />717 <br />(2) #5 REBAR <br />r <br />�I F_ <br />2'-6" x 2'-6" x V-0" <br />TYP @ 1 STORY <br />I <br />iv <br />AHU <br />1 <br />VERTICALS w/ in I <br />W/ (3) #5'S E.W. <br />U.N.O. <br />ici <br />I S3 <br />CC <br />S3 <br />FILLED CELL <br />I <br />o0 <br />S3 <br />i <br />CJ <br />ao <br />I <br />25'-1047,, <br />ii/ ..... <br />95$ ........ <br />—------- <br />■ <br />■ 4'-4" <br />v <br />2'-6"x2'-6"X1'-0" FTG <br />W/ (3) #5 E.W. <br />-4„ I <br />L <br />o <br />INDICATES FILLED CELL w/ 3000 PSI <br />3-1/2" MIN 3000 PSI CONC./ <br />SLAB FOR HERNANDO <br />X 1 <br />PROVIDE %2' x 9 Yz" "' <br />SLOPE <br />(2) #5 REBAR <br />CONC. GROUT FROM FT. TO BEAM <br />COUNTY ONLY i i <br />RECESS FOR FRT. POOR <br />VERTICALS w/ in <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />3-1/2" MIN 2500 PSkWNC <br />TOP PAVER 0 BE <br />4'-0" I <br />4'-4" 4'-6" <br />FILLED CELL <br />I TYP ALL PLACES SHOWN <br />@ <br />SLAB OVER 6 t ,\ iSQUEEN <br />Ma <br />� 0'-0" <br />4"BELOW FIN. FLR. <br />L FIN. <br />. ■ <br />: ■ <br />■ <br />■ ■ <br />HOOKED FTG. DOWELS 5" EMBED I <br />VAPOR BAR/Ri�t <br />, • ...... <br />..... .....: <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />� � <br />:::::::::: <br />; <br />.......... <br />• L <br />........................ <br />• • • • • • <br />STEEL" <br />— — — — <br />— _— — — — — <br />0 <br />4'-0" <br />16'-10" <br />12. 10.. <br />0 <br />10'-10'" <br />a <br />STEPS AS <br />REQUIRED <br />PER FIELD <br />n-- --i <br />I - <br />i i KITCHEN ISLAND III • • • <br />i i LOW WALLS III OPT. I.. <br />v <br />CONDITIONS <br />C F <br />_ _ _ _ _ _ _ _ _ _ <br />- - � <br />CJ REF. :: <br />� CJ <br />CJ:: <br />CJ � jr <br />PROVIDE 1 �" RECESS �_- -_- -_ <br />�r-�I CHASE TO ISL�ND <br />�TYP <br />� <br />@ 1 <br />Ir <br />%IFORSGD.REFERTO <br />; <br />t <br />I <br />STORY U.N.O. <br />ooWIDTH <br />MASON'S SLOPE FOR <br />I r.) II r I D.W. III II I <br />J�-- <br />�" <br />' I} ti" <br />'n <br />v <br />L� <br />- �L_Jl= <br />:: <br />:: III <br />°D <br />S3 <br />`O <br />`O <br />S3 i <br />SINK / DISP <br />3 1 /2" <br />I <br />" <br />r I I <br />t <br />L- — — <br />i i 16'-0" <br />2'_9 a <br />6'-10" <br />.. <br />II <br />C / III <br />U-0" r <br />■ <br />■. <br />�� <br />:: <br />:: III <br />Av- <br />"' <br />o <br />�' <br />AC PAD <br />HVAC CHASE <br />BASED ON <br />i/ LOCATION <br />i•i <br />���%�� <br />� <br />:: <br />.. <br />:• �� 1 io <br />t <br />1� <br />_ <br />o <br />� <br />— — — -�, — — — <br />— +— <br />h1m, <br />.. .� . .. <br />J <br />.:.. <br />. <br />. . .� . . <br />. .. .. <br />.: <br />.. .. .. . .. . .. . .. .. .. . . <br />. . . .. .. . . .. . . .. . .. . . . . <br />: <br />.. ■ <br />_ - ■ <br />i <br />�. <br />■ <br />TYP @ 1 STORY <br />H.B+ U.N.O. A <br />S3 <br />5. 4.. 1, 9g,. 3. 28„ - 5' 0" 5'-0" 5'-10" <br />L 6-0" L 6-0" L 3'-10" Z-104" L 5'-116a" <br />5'-0" <br />FOUNDATION PLAN MONO <br />ELEV-Al <br />SCALE: %4"=V-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 />WWF PLACED IN 1/8" WIDE SAW CUT AT <br />UPPER 1/3 OF SLAB C.J. LINES SHOWN ON <br />OR FIBERMESH FOUNDATION PLAN <br />REINF. SEE PLAN. <br />w Z <br />Uj a 1" MIN. OR 1/4 SLA <br />THICKNESS, <br />WHICHEVER IS <br />GREATER <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" REV. 5-2-24 <br />#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />L HORIZ. REBAR, TYP. <br />U.N.O. <br />L I.• •• <br />**Alternate: <br />i 1 ' 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 />o <br />cvCD <br />Q o <br />® • <br />Qa� O <br />C N ]C <br />o, a <br />0 <br />E� <br />,art <br />LUW"n <br />C <br />a on <br />Ai <br />ro E <br />0 <br />=3aU <br />t: <br />o <br />5 <br />CV <br />co: <br />0 <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within <br />these <br />drawings comply with the 2020 <br />Florida Building Code <br />- <br />Residential 7th Edition. Engineers signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />N <br />W <br />Q <br />YYpp�11 <br />OO O U N W C <br />V <br />N O c: # <br />C <br />.7 � op N � LL IJL <br />Q <br />6 <br />d Y <br />m LL LL U <br />z <br />Z <br />0 <br />m c rn 0 = <br />t nio O <br />W M <br />LuW <br />W <br />^ ¢ m <br />rn rn °' J z <br />LLffic� <br />Z <br />0 C'�6,,111 <br />(h Z U G H <br />z <br />N <br />OU ❑❑❑ <br />Z <br />W <br />z � <br />o g <br />z � � <br />s <br />Q <br />N <br />rJ o <br />� <br />cn <br />(� w <br />Q <br />0 <br />) V) <br />�N <br />w <br />C N <br />.03 <br />0011116 <br />U di <br />W J <br />_ E <br />_ m 8 <br />i <br />"! <br />Z y � <br />.. <br />U O N <br />Q Y <br />0 <br />N O) <br />0 <br />�. <br />m <br />M <br />n 2 <br />Z <br />J <br />OC,i <br />=o <br />>n <br />Z, <br />a O <br />cEv <br />zE <br />w ¢ <br />UO <br />(—'11II <br />cu <br />�2 <br />_ <br />�2'Z <br />mo <br />Z <br />§z <br />? <br />Z O <br />aU <br />m <br />Q <br />4 <br />= r <br />c� <br /><Q <br />�o <br />M <br />d' <br />Z4 <br />a <br />03 <br />>(O <br />L i <br />Ol <br />00 <br />(0 O <br />r <br />O <br />J <br />T <br />Cr <br />Y <br />U) o <br />M <br />m <br />Q� <br />O <br />N <br />o <br />N <br />n <br />� <br />L(') <br />•— <br />Q <br />T <br />E <br />c 00 <br />`^ <br />o <br />Z <br />co <br />Z <br />E <br />ri <br />C <br />cc d <br />U _j <br />Q 0 <br />c <br />J <br />JOB <br />NO: <br />22-04746 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />