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m <br />r <br />L0 <br />W7 <br />L <br />p <br />Q <br />Cn <br />0 <br />0 <br />O <br />I <br />N <br />x <br />m <br />-a• <br />Q> <br />L0 <br />C7 <br />D- <br />0 <br />0 <br />0 <br />cl <br />0 <br />I <br />M <br />N <br />L0 <br />C] <br />Ln <br />LO <br />u7 <br />ID <br />C� <br />0 <br />Q <br />C <br />a <br />CV <br />O <br />i <br />a <br />N <br />E <br />O <br />_ <br />L <br />v <br />c <br />J <br />Cl- <br />9 <br />r7 <br />N <br />N <br />n <br />v <br />0 <br />0 <br />d <br />N <br />Lo <br />L <br />U <br />5 <br />0 <br />d <br />0 <br />z <br />a <br />z <br />LU <br />W <br />Q <br />Q <br />v <br />N <br />C <br />C <br />d <br />IN <br />5'-7$" <br />6-48' <br />6'-0" <br />TYP @ 1 STORY <br />U.N.O. <br />A <br />S3 <br />VERIF METER <br />LOCATION WITH <br />BUILDER <br />5' <br />15'-0" <br />7'-1 <br />R 3 -0 <br />t t H.B. <br />I I <br />V-7 <br />3" <br />V-4" <br />j <br />7: — <br />VERIFY LOCATION <br />�— <br />CO/ <br />co <br />N <br />(2) #5 REBAR <br />�W H i <br />ELECTRICAL PANEL <br />VERTICALS w/ in <br />BUILDER TO PROVIDE <br />FILLED CELL <br />0 _p <br />; : <br />I :: <br />I :: <br />2'_6rr <br />APPLIANCE PROTECT <br />ON <br />■. <br />I <br />; ; <br />:: <br />I :: <br />WHEN REQUIRED PER <br />FBC <br />354" <br />Lo�� ; ; <br />M24 <br />N <br />I <br />i•� <br />� <br />I <br />I : K o <br />J <br />,n <br />I <br />I: S3 <br />CV <br />S3 <br />r <br />Z-74,r 4'-9" <br />4'-10" <br />I <br />EDGE OF SLAB 2" <br />I <br />- <br />■' <br />I CJ <br />GJ <br />� <br />of <br />- - - - <br />- - �=____---� <br />:4 - <br />- - <br />I: - <br />- - �� <br />- - - <br />ch <br />5'-3" V-10" T-6" <br />II <br />`� ; <br />I. <br />o M <br />Av- <br />IL <br />---------- <br />(2) #5 REBAR <br />.......... r <br />I I I <br />1 <br />"'ram <br />— <br />VERTICALS w/ in <br />I <br />: <br />I OPT. WI I I OPT. <br />D -3 1/2" <br />; <br />ro <br />FILLED CELL <br />2'-6"x2'-6"X 1'-0" FTG G <br />I W/ (3) #5 E.W. S3 <br />_ _ _ _ <br />:� _: �: <br />I L— J 11 <br />: <br />— : <br />3,_5" <br />SLOPE <br />7r_1.. <br />2 #5 REBAR <br />() <br />F, <br />2'-6" x 2'-6" x 1'-0" <br />TYP @ 1 STORY <br />I <br />C'14 <br />I ; ; AHLI <br />I <br />I <br />/ In I <br />W/ (3) #5'S E.W. <br />U.N.O. AiW <br />/ <br />I S3 <br />CC <br />S3 <br />FILLED CELL <br />`n <br />S3 <br />cJ <br />_ _ _ <br />CJ / <br />j%/ <br />�_ _ <br />_ <br />I. <br />- <br />O <br />I <br />_ <br />c <br />25'-10128 <br />• <br />/ / <br />9'-5i2s <br />— — — — — — — — <br />■ <br />2'-6"x2'-6"X1'-0" FTG <br />W/ (3) <br />I <br />3-1/2" MIN 3000 PSI CONC. / <br />I <br />INDICATES FILLED CELL w/ 3000 PSI <br />SLAB FOR HERNANDO / <br />/ <br />PROVIDE %2' x 9 %2" U') <br />`o SLOPE <br />I <br />S3 <br />(2) #5 REBAR <br />CONC. GROUT FROM FT. TO BEAM <br />COUNTY ONLY / i <br />RECESS FOR FRT. OOR <br />4 <br />VERTICALS w/ in <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />3-1/2" MIN 2500 PS)-(VNC <br />TOP PAVER 0 BE <br />4'-8" <br />I <br />3'-8" 4'-6" <br />FILLED CELL <br />( TYP ALL PLACES SHOWN <br />@ <br />SLAB OVER 6 *R� OISQUEEN <br />� 0'-0" <br />4"BELOW FIN. FLR. <br />L FIN, <br />. ■ <br />: ■ <br />■ <br />HOOKED FTG. DOWELS 5" EMBED I <br />VAPOR BARO/ER <br />..:::: <br />. <br />' ' ..... <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />/ / <br />::::::::::::::::::::::::::::: <br />::::::::::: <br />::: <br />.....::::.. <br />' <br />... <br />...........� .......... . <br />STEEL" <br />-----•----- <br />4'4" <br />/ i <br />16-10" <br />12'-10" <br />v <br />STEPS AS <br />REQUIRED <br />PER FIELD <br />/ <br />i / <br />KITCHEN ISLAND <br />LOW WALLS <br />III I. • <br />III OPT. I:: <br />' ....... <br />_ <br />" " " " " " <br />icj:— <br />10 104 ; <br />CONDITIONS <br />I r------ <br />c <br />------ <br />CJIII REF. �:: <br />• <br />�L�J— <br />CJ—IFj <br />I ■ <br />■: <br />/ <br />— — <br />// I ---- ----- �—---��—_--.. <br />PROVIDE 1 %" RECESS / / �� _-- �= —= -------"— _ <br />CHASE TOISLAIVD <br />— <br />— <br />; :�iA <br />— — — <br />— <br />I <br />11� " <br />— — <br />TYP @ 1 <br />FOR SGD. REFER TO / <br />L---�r----� <br />(— �lf <br />\ / { <br />I <br />STORY U.N.O. <br />L <br />S3 <br />I MASON'S SLOPE FOR I <br />I D.W. I III ' II �' Ih <br />' ' <br />; <br />~ / I I f <br />A <br />- <br />0 <br />-d <br />I <br />M WIDTH <br />I �L <br />=-iJLI_Jl_JJ--.�... <br />__ <br />. <br />�II <br />� <br />S3 `n <br />in <br />in <br />/ / <br />S3 / / <br />�_ <br />SINK / DISP <br />3 1 /2" <br />I <br />16'-0" <br />294 <br />610„ <br />.. <br />/ <br />CIIt <br />0'-0" ( , <br />} <br />I <br />9 <br />M <br />o <br />el <br />HVAC CHASE <br />BASED ON <br />LOCATION <br />7 <br />r_-^-----� t <br />I <br />F0 <br />o <br />— — <br />— — — '>rr' <br />— _ — —, <br />' <br />.: .:. .: <br />.. .: <br />• <br />• e e 1 e e e <br />e e . . e . e e t • e f <br />t e e e e e r r .:. <br />r. . . <br />. •. <br />■ <br />... <br />� . <br />� <br />.. ■ <br />�. <br />� <br />� ■ <br />I <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />5'-4" .1'48' I 3'-2$' 5'-0" 5'-0" 5'-10" S-10" 6-0" 6'-0" S-10" 2'-1064" 5'-1164„ <br />FOUNDATION PLAN - 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 />z <br />w <br />CO <br />CONTROL JOINT DETAIL <br />SCALE. 3/4 = 1 -0r <br />♦ �` ♦ <br />#5 CONTINUOUS <br />` <br />REINF. SEE FND. FOR <br />♦�A',` <br />QUANTITY <br />2'`a ',_ ''?s" ; <br />#5 X 25" X 25" CORNER <br />♦ ♦ ♦ <br />` <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />_- <br />U.N.O. <br />. ' <br />*"Alternate: <br />T - <br />The reinf. bars shall be <br />♦ : ♦ ♦ ,� � ♦ ��, <br />cunt. around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = 1'-0" <br />c <br />c <br />N <br />N <br />)' u.c <br />a <br />c cawCA <br />= ac <br />C U_ Ca - <br />cc <br />(n d O <br />.fir <br />97 W <br />AJ <br />Cv <br />L <br />to G♦ 1t <br />c co <br />m a� <br />c E <br />c n <br />4 J!!Y�kPt�Fp4 <br />�..Pl+•.,4 <br />'...A �. •`r-sae*-,' t <br />To the best of the Engineer's knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />7th Edition, Engineer's signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />w <br />E <br />O N 3 <br />® <br />0 <br />N <br />// <br />7 �00 a)7, - <br />coUj <br />0 <br />LL <br />NW'k <br />LL W <br />d <br />_ a <br />Z <br />13V <br />J W <br />CU C a 4 <br />,?; <br />:_ .a <br />L 9 C) _ <br />Co NCO Y <br />W <br />7 C <br />0�6_jO' w <br />Z <br />m <br />° <br />U) co Z a <br />co <br />aN <br />Q R O <br />O U <br />r <br />c¢i W <br />0 0 <br />z <br />z iz <br />N <br />(7 <br />z II <br />�N <br />o <br />4-1 <br />0 <br />N <br />w o <br />� Y <br />uea <br />U � <br />Eai <br />a I <br />U ) <br />C s <br />N 0 <br />• <br />� <br />o <br />co <br />J <br />rr <br />w <br />Z <br />z <br />Ll- <br />CLi E <br />p- p <br />E 0 <br />zo <br />O <br />>M <br />Q N <br />z© <br />H r0 <br />�� <br />jo <br />d <br />O E <br />Q <br />'0 <br />p < <br />a <br />q Z <br /><o <br />S Y <br />m� <br />OZ <br />z <br />l <br />m <br />N m <br />Q W <br />z<z <br />3 <br />Q 0 <br />W <br />w LL <br />= <br />a z <br />m <br />0 <br />oz <br />- <br />Jw=� <br />0Z <br />a= <br />O <br />� O <br />N <br />i <br />u ! <br />' O <br />LiaJ+ <br />� m <br />CO <br />:7 <br />LO <br />I�/7�•t <br />V <br />CO <br />r <br />O <br />__j <br />YCal <br />T <br />T_ <br />U) mco <br />NLO <br />r <br />O <br />L <br />M <br />N <br />CD <br />�— <br />C0 N <br />T <br />Y/ <br />Li') <br />Q <br />T <br />r <br />(0 <br />r <br />E <br />•E LOZ <br />M <br />o <br />(0 <br />Z <br />E r <br />iii <br />(n <br />ca <br />Co <br />U <br />a <br />� <br />Q p <br />JOB <br />NO: <br />23-06143 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />I .i.R Ih , ­. [111. k , 41 i I NdL,V GIY I flkigdladlladl 11411 h. :1 ik I' 1-I <br />