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CM <br />v <br />m <br />L <br />N <br />a <br />rh <br />0 <br />J <br />to <br />cp <br />0 <br />rn <br />LO <br />L <br />0 <br />0 <br />J <br />C) <br />0 <br />I <br />A <br />to <br />ro <br />0 <br />.o <br />c <br />1Y <br />3 <br />Q <br />N <br />N <br />a <br />E <br />N <br />%y <br />N <br />E <br />O <br />�I <br />y <br />.o <br />0 <br />0 <br />01 <br />6� <br />LO <br />fi <br />N <br />L <br />A <br />O <br />d <br />0 <br />M <br />to <br />0 <br />v <br />C <br />C <br />d <br />V-6" 1. 5'- <br />6'-0" <br />TYP @ 1 STORY <br />U.N.O. <br />A <br />S3 <br />fs� <br />6-0" 6-0" <br />VERIFY METER <br />LOCATION WITH <br />BUILDER <br />15`-0" <br />V-T <br />3" <br />8" 1 -4" <br />0. <br />T-0" <br />t H.B. <br />i <br />(----------+— <br />--- <br />_: �— <br />,—.—.� ---- —T: — <br />VERIFY LOCATION— <br />ELECTRICAL PANELVERTICALS <br />(2) #5 REBAR <br />w <br />7in <br />�. <br />BUILDER TO PROVIDE <br />FILLED CELL I <br />2`-6" <br />APPLIANCE PROTECT <br />ON <br />I <br />■; <br />( <br />; : <br />I : <br />WHEN REQUIRED PER <br />I <br />FBC <br />35L4" <br />20'-6" <br />M2 <br />I <br />N <br />I 1 ,n <br />♦ <br />I: K © <br />J <br />CV <br />I <br />T <br />EDGE OF SLAB 2" <br />r <br />t <br />■- <br />( CJ <br />:: <br />.GJ <br />I : <br />BEYOND WALL CJ <br />I <br />o <br />zo <br />— — — — <br />- <br />r' <br />5- 3" 1'-10" 3'-6" <br />II <br />�N r <br />ri <br />rJ <br />I . <br />o <br />N <br />�r <br />(2) #5 REBAR <br />I <br />_------ <br />` od :: �` <br />± — — <br />I (— <br />I <br />VERTICALS w/ in <br />- <br />I <br />I OPT. WI I I OPT. D ! -3 1/2" <br />I <br />M <br />FILLED CELL <br />2'-6"x2'-6"XV-0" FTG G <br />W/ 3 #5 E.W. <br />r <br />�—.—J <br />I L� J II 1 <br />L----JL--- <br />SLOPE ( <br />(2) #5 REBAR <br />` I ^� ( ;;; <br />2'-6" x 2'-6" x V-0" <br />TYP @ 1 STORY <br />I <br />`' <br />ill <br />I • AHIJ <br />( <br />I <br />VERTICALS w/ in ( <br />W/ (3) #5'S E.W. <br />U.N.O. A <br />ici <br />� <br />• : <br />( SK3 <br />CC <br />S3 <br />FILLED CELL <br />U? <br />T <br />S3 <br />I — — — --t—I <br />— <br />/ <br />CJ <br />_ <br />. ..... ...... <br />'.'.'.'.'.'.' .' _ <br />_'._'.'_'._'_ <br />(— <br />25'-102" <br />/�/ <br />9-51 g <br />2'-6"x2'-6"X1'-0" FTG <br />5-3 <br />/i/ <br />W/ (3) #5 E.W. <br />MIN 3000 PSI CONC./ �/ <br />I <br />Cl)-1/2" <br />CD <br />INDICATES FILLED CELL w/ 3000 PSI <br />SLAB FOR HERNANDO / / <br />/ <br />PROVIDE Y2 ` x 9 Y2' U'' <br />SLOPE I <br />—� <br />S3 <br />2 #5 REBAR <br />O <br />CONC. GROUT FROM FT. TO BEAM <br />COUNTY ONLY / i <br />RECESS FOR FRT. OR <br />VERTICALS w! in <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />3-1/2" MIN 2500 P%I NC <br />TOP OF CONC./PAVER 0 BE <br />4'-8" I <br />T-8" 4'-6" <br />FILLED CELL <br />I TYP ALL PLACES SHOWN <br />SLAB OVER 6 NU%�SQUEEN <br />0 <br />4" BELOW FIN. FLR. <br />_ <br />■ <br />HOOKED FTG. DOWELS 5" EMBED I <br />VAPOR BAFjF7f,E'�2 <br />I ........::: <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />:�' <br />:::: <br />7 ' " <br />t_._ <br />STEEL" <br />---. <br />--- <br />4'-0" <br />/ <br />16'-10" <br />12�-10" <br />o <br />STEPS AS <br />— <br />10 104 <br />v <br />REQUIRED <br />PER FIELD <br />I / <br />/ / <br />I i / <br />// KITCHEN ISLAND <br />LOW WALLS <br />III 4 <br />III OPT. 1:: <br />' ......" <br />. , . <br />CONDITIONS <br />■ • <br />�� <br />REF, �: � <br />• <br />—I— �J— <br />CJ. • <br />GJ --j <br />� ■ <br />— / 1 <br />PROVIDE 1 Y2' RECESS / / <br />I <br />— — — - — — — — —�— — � jjt�I— <br />— — — = _ — =_—— <br />_ — _ CHASE TO ISL�ND - <br />� — <br />� — — -I— t-- _ <br />— — <br />'�� " I l <br />— — — <br />TYP @ 1 <br />— — <br />r <br />FOR SGD. REFER TO I <br />(� <br />f <br />1 <br />STORY U.N.O.. <br />L <br />S3 <br />I MASON'S SLOPE FOR I I <br />D.W. Illi �� II �� III <br />J�= 1�— <br />I <br />y' <br />:: <br />' ' flit <br />C <br />A `~ <br />in <br />' <br />c14 <br />60 <br />I <br />M WIDTH <br />I �L <br />_ _ _ �_Ll_ <br />J — <br />I <br />:: <br />:: Ilj <br />S3 <br />Lo <br />to <br />/ / <br />/ / <br />16-0" <br />— <br />SINK / DISP01-01, <br />2'-94 <br />6 -10" ..... <br />I <br />IP <br />■ <br />■ � / i/ I I :: I <br />�HVACCHASE <br />:: � I I1 0 <br />( <br />o <br />-p <br />�/ BASED ON <br />LOCATIONA <br />`h <br />fC, <br />I <br />od <br />/•-.\: <br />• <br />� V <br />. <br />..� �i.=J <br />� • <br />♦ r ♦ e r e e r ♦ ♦ ♦ r ♦ r ♦ r e r <br />♦ • r r e ♦ r ♦ <br />66W <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />5-10" <br />-10" I. 6' <br />AI <br />2'-1W? 1 5'-11 <br />FOUNDATION PLAN MONO - <br />ELEV-B1 <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" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />REINF. SEE PLAN. FOUNDATION PLAN <br />-5 <br />u)] <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />#5 CONTINUOUS <br />. _ • <br />',_ <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />' <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 />o <br />CD <br />6f/ <br />p.R Ci <br />v a C" <br />- <br />Aw, A <br />v <br />go <br />4 <br />all <br />'s <br />CN <br />t- <br />s <br />'�a <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 signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />IL <br />E <br />a 8 <br />pq <br />0 <br />Wh <br />� a) <br />ccm Vf N <br />mf <br />tdo <br />r <br />Adak•i <br />�C140 <br />O u- W <br />-j W LL 0 <br />Lu <br />-'Sc rn o <br />z <br />m , <br />o <br />W <br />t <br />6 0)m <br />� 04Z a <br />N OU 00 <br />, W <br />[30 <br />=CILMi <br />M <br />N Mo <br />O O <br />z � � <br />U, <br />N <br />— N <br />M <br />C� o <br />` -J <br />LL <br />Cn <br />W N <br />•U <br />O <br />g <br />N <br />�Lnl <br />� N <br />l En <br />En <br />o'•... <br />c <br />4�— J E <br />�= W. <br />Q N 0i <br />®to, <br />S <br />ti <br />M <br />zz <br />w <br />z <br />ZR <br />Ll <br />E. <br />® <br />E: <br />O S <br />w❑ <br />Q O <br />g <br />�ry <br />¢N <br />2 0 <br />oa <br />U <br />CU <br />�O <br />UO <br />O< <br />O E <br />N <br />04 <br />az <br />az <br />. � <br />Cn C <br />.. �. <br />J <br />z <br />y <br />O <br />O <br />o <br />0, <br />Z !- <br />}Z <br />U) <br />> <br />Q <br />oa <br />Z <br />a0 <br />U 7 <br />ao <br />o <br />0- <br />w� <br />'O <br />� <br />a <br />zla <br />0 <br />O <br />C O <br />U') <br />LO <br />v <br />Q1 <br />cc <br />CL <br />cc C4e) <br />_M <br />M <br />O <br />m <br />m <br />LO <br />�— <br />Z <br />0 <br />04 <br />N <br />0) <br />O <br />N <br />r <br />C3i <br />'`�• <br />M <br />r <br />In <br />4) <br />m <br />� ( <br />N <br />o <br />z <br />z <br />Ea <br />n <br />U <br />¢ p <br />c <br />3 <br />JOB <br />NO: <br />22-06466 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />, rn, um• a I I'All 1, 11, ll lilt 11111 kPIA Ill <br />