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3 <br />m <br />rn <br />LO <br />r <br />N <br />O <br />a <br />rr <br />J <br />co <br />N <br />O <br />1 <br />N <br />m <br />rn <br />LO <br />0 <br />C <br />r <br />0 <br />0 <br />J <br />4" <br />No <br />1 <br />N <br />LO <br />rn <br />N <br />O <br />R <br />4. <br />N <br />N <br />0 <br />a <br />E <br />E <br />0 <br />v <br />J <br />U <br />d <br />d <br />O <br />O <br />v <br />0. <br />a> <br />I.� <br />N <br />N <br />n <br />0 <br />0 <br />a <br />N <br />N <br />n <br />N <br />S <br />W <br />v <br />N <br />c <br />d <br />V-6" <br />5'- <br />6'-0" <br />TYP @ 1 STORY <br />U.N.O. <br />A <br />S3 <br />VERIFY METER <br />LOCATION WITH <br />BUILDER <br />_� <br />5'-2$" <br />15'-0" <br />V-7° <br />3" <br />T-18„ 1, 4„ <br />H.B. <br />VERIFY LOCATION <br />(2) #5 REBAR <br />4'-0" <br />12'-1" <br />�WH•i <br />ELECTRICAL PANEL <br />VERTICALS w/ in <br />J <br />BUILDER TO PROVIDE <br />FILLED CELL <br />95'87 <br />:: <br />I ; ; <br />I <br />2'-6" <br />APPLIANCE PROTECT <br />ON <br />WHEN REQUIRED PER <br />I <br />FBC <br />35=4" <br />20'-6" <br />N <br />N <br />I <br />iv <br />S3 <br />I <br />2,„ <br />744, 9„ <br />4'-10" <br />( <br />1 <br />I <br />EDGE OF SLAB 2" <br />I <br />q <br />f <br />■ <br />CJ <br />:: <br />:GJ <br />: <br />BEYOND WALL CJ <br />ED <br />o� <br />M <br />1 <br />T <br />5'-3" 1'-10" 3'-6" <br />I <br />N <br />I <br />I <br />N <br />(2)#5REBAR <br />- <br />I ro0' .....--_-__-- <br />J <br />=-- <br />I 1 II <br />(-.41' <br />MT <br />VERTICALS w/ in <br />I — <br />`� <br />I OPT. WI I I OPT. <br />D 95.58' <br />95 <br />co <br />FILLED CELL <br />W/ (x2'-5 E.W0' FTG G <br />W! (3) #5 E.W. S3 <br />f <br />_.� �._ <br />�� <br />I L�J II <br />L - - - - J L - - - <br />• ; <br />- I; <br />o T-5„ <br />SLOPE <br />7'-1 „ <br />(2) #5 REBAR <br />2'-6" x 2-6" x V-0" <br />TYP @ 1 STORY <br />I I <br />N <br />; ; AHU <br />I <br />I <br />TICALS <br />W/ (3) #5'S E.W. <br />U.N.O. AS3 <br />S3 <br />CC <br />S3 <br />FILLED CELL <br />CJ <br />; , <br />CJ i <br />I <br />Ain', <br />—25'-10, <br />M8■°'2'-6"x2'-6"X1'-0" <br />g" <br />�� V ...... <br />$''''''''' <br />.'_-....-'_'.... <br />■ <br />FTG <br />W/ (3) #5 E.W. - <br />c`? <br />^ 95.54' <br />I � <br />L <br />3-1/2" MIN 3000 PSI CONC., ��� <br />I <br />INDICATES FILLED CELL w/ 3000 PSI <br />SLAB FOR HERNANDO <br />PROVIDE Y2" x 9 Y2" 11 �' <br />SLOPE <br />I <br />S3 <br />'4 <br />(2) #5 REBAR <br />CONC. GROUT FROM FT. TO BEAM <br />COUNTY ONLY i i <br />RECESS FOR FRT. OOR <br />"' <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 P%66NIC <br />SLAB OVER 6 *I%\ASQUEEN <br />g5,g7' <br />TOP OF CONC./ PAVER 0 BE <br />4" BELOW FIN. FLR. <br />4'-8" <br />■ - <br />I <br />T-8" 4'-6" <br />..... , .. , ; ■ <br />■ <br />■ <br />■ <br />HOOKED FTG. DOWELS 5" EMBED I <br />VAPOR BAFjR1 2 <br />I , , <br />........... ....... <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />:::::. <br />; ; ; : ; ; ; ; <br />. <br />- - <br />STEEL" <br />�� <br />i / <br />---------- <br />4'-0" <br />�� <br />16'-10" <br />..,12'-10"o <br />o <br />STEPS AS <br />I i i I .' . I <br />- <br />�t <br />REQUIRED <br />PER FIELD <br />CONDITIONS <br />I i i <br />i i KITCHEN ISLAND <br />I i i LOW WALLS <br />- - - - - - <br />nr- = - -'-I; , <br />III I• • <br />: <br />III OPT. 1:I. <br />- <br />10,_104„ <br />; <br />■: <br />C r------ <br />REF. <br />ICJ-iCj <br />. <br />CJj <br />■ <br />I PROVIDE 1 Y2 RECESS i i / — <br />r <br />---CJ111 <br />CHASE TO ISLAND -� 1- <br />- -� <br />IF <br />1 \ I j <br />I <br />TYP @ 1 <br />r <br />L <br />FOR SGD. REFER TO <br />-lam -1, I <br />/ 1 <br />I <br />STORY U.N.O. <br />iv <br />bo <br />S3 <br />I MASON'S SLOPE FOR I <br />WIDTH <br />I <br />D.W. I III r) 11 r' II <br />J�- <br />I <br />r <br />.. <br />• { <br />IIIj <br />S3 in <br />- <br />I <br />M I LL <br />_ J Ll �Jl= <br />J - <br />I <br />; : <br />� <br />LID <br />LO, <br />95.54' <br />(_ <br />i ___ <br />S3 , <br />16-0" <br />SINK / DISP <br />2'_924" <br />6-10" <br />:: <br />I <br />I! <br />■ <br />I <br />ih <br />o <br />0 <br />AC PAD <br />i HVACCHASE <br />i BASED ON <br />LOCATION <br />H. B+ <br />3'-0" <br />64" 1,_985„ 3,_28„ <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />5'-0" L 5'-0" L 5'-1 <br />'-1 <br />2'-104" L 5'-11sa" <br />5'-0" <br />4- <br />FOUNDATION PLAN - ELEV-Bl <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 />_� w z <br />w <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />CONTINUOUS <br />• •_ <br />REINF. SEE FND. FOR <br />•r ` r <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />• • ' <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />r <br />U.N.C. <br />• : • ; ; <br />"Alternate: <br />' • <br />The reinf. bars shall be <br />• •. <br />• •. •r <br />cont. around corner by cold <br />•r �• •` <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />ars <br />tV <br />cm <br />0 <br />a� -c <br />-! W <br />•� O L <br />Q G [� O <br />C t0 U N <br />m <br />r <br />Y? Q s <br />� <br />�Z ry <br />2 o <br />rv_ a c <br />= �: <br />= <br />rM <br />O <br />N <br />IN o s _ i / ,j <br />"3+eilii�a';S• <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 />- <br />Residential 7th Edition. Engineer's signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W E $ N <br />O M r <br />a N cv <br />1� Y C J <br />20 <br />0 �� w LL LL <br />NM0� <br />N a a <br />LL Z2 O <br />Z t v o p <br />o <br />(p m J <br />W 0 ) ¢ m <br />G W <br />_' co LLuo CV 6 Q �U S <br />Ch <br />N L) N f- <br />z OU ❑❑❑ <br />2 <br />0 <br />N M <br />0 <br />Q <br />- N <br />M <br />N z <br />0 <br />U <br />0 W p <br />V1 w <br />N = '9 <br />(� i- m <br />L <br />1 <br />Q 0p Y <br />N Ol <br />O <br />z <br />w <br />M <br />< <br />p <br />Z <br />< <br />z. <br />z o <br />o <br />o= <br />Q® <br />rd <br />o 0 <br />�_E <br />'60z <br />Z <br />�� <br />i— <br />L <br /><=w <br />g <br />z <br />U C <br />Q p <br />< <br />W `o <br />1 , <br />zz <br />z <br />m <br />U <br />om <br /><w <br />aw <br />S <br />zZ <br /><o <br />° <br />U> 3 <br />wLL <br />d Z <br />W <br />az <br />�3 <br />o <br />J <br />wa <br />yo <br />nj <br />v <br />zl< <br />a <br />0 3 <br />O <br />LO <br />LO <br />N <br />cc <br />� <br />N <br />O <br />Y <br />0 <br />T <br />s <br />C%4 <br />M <br />m L <br />LO <br />T <br />QI <br />M <br />TT <br />V, <br />a N <br />O <br />N <br />T <br />CD <br />T <br />E <br />c M <br />Z <br />Z <br />E O <br />rp <br />a <br />E .. 'D a� <br />U J Q Q <br />m <br />J <br />JOB <br />NO: 23-02469 <br />SCALE : AS NOTED <br />SHEET NO. <br />6 <br />