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3 <br />x <br />m <br />rn <br />L0 <br />`o <br />Cr <br />vn <br />n <br />0 <br />I <br />N <br />/ <br />s <br />m <br />rn <br />L <br />v <br />r <br />V) <br />O <br />Q <br />ro <br />C,4 <br />to <br />0 <br />I <br />A <br />l0 <br />O <br />a <br />0 <br />0 <br />3 <br />Q <br />N <br />N <br />C <br />E <br />a� <br />E: <br />0 <br />S <br />v <br />J <br />N <br />LZ <br />E2 <br />V <br />�O <br />0 <br />N <br />C1 <br />N <br />O <br />/ <br />a <br />0 <br />•U <br />J <br />N <br />LZ <br />N <br />0 <br />ui <br />0 <br />a <br />N <br />0 <br />M <br />0 <br />Q <br />v' <br />cn <br />C <br />C <br />d <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 />55'-10" V-7" 7'-7" UPPER 1/3 OF SLAB THICKNESS WHERE <br />3" OR FIBERMESH SHOWN ON <br />1'-6" 5'-7$" 6'-4s 6' 0" 6'-0" 6 0" 6 0" 6' 0" 5'-23" 7'-1$" 11'�„ REINF. SEE PLAN. FOUNDATION PLAN <br />TYP @ 1 STORY 4. 15'-0" <br />Wz <br />U.N.O. VERIF METER °-v j <br />a <br />A LOCATION WITH 3'-0" <br />S3 BUILDER H.B. <br />_ -- _-----� <br />-- <br />=: �-- <br />-------T: <br />-------� <br />, <br />+-- <br />��---* <br />I <br />VERIFY LOCATION <br />(VERTICALS <br />Nzl=��W <br />4'-0" <br />12'-1" <br />H , / "' <br />ELECTRICAL PANEL <br />w/ in <br />BUILDER TO PROVIDE <br />FILLED CELL <br />0'-Y 1 <br />: ; <br />I : ' <br />2 _6 <br />APPLIANCE PROTECT <br />ON <br />I : <br />WHEN REQUIRED PER <br />FBC <br />35-4" <br />S3 � <br />I <br />S3 <br />; CV <br />2'-74" <br />4'-9" <br />T <br />4'-10" <br />I <br />EDGE OF SLAB 2" <br />q <br />CJ <br />:: <br />-GJ <br />(: <br />BEYOND WALL CJ <br />Q, <br />- - - - <br />- - _ _ _ _ <br />- - - -� <br />' <br />5'-3" 1'-10" 3'-6" <br />I� <br />N r <br />I <br />r✓ <br />I. <br />N <br />�; <br />I 1 <br />�..==.=--- <br />=aF---- <br />(2) #5 REBAR <br />I .......... �� .. <br />�' <br />-� <br />_� <br />1 F <br />MTa <br />VERTICALS w/ in <br />I — <br />v <br />I -1 <br />: <br />I OPT. W I <br />I OPT. D -3 1/2" <br />I <br />in <br />FILLED CELL <br />- <br />2'-6"x2'-6"Xl'-0" FTG G <br />( W/ (3) #5 E.W. S3 <br />r- • . <br />��.��._ <br />r._ _._ _.� �� <br />I L-J 11 <br />- <br />�----�L---- <br />f: � <br />3-5" <br />SLR I <br />7'_1„ <br />(2) #5 REBAR <br />. , <br />: F- <br />-6" x 2-6" x 1'-0" <br />@ 1 STORY <br />N <br />AHU <br />VERTICALS wTYP <br />W/ (3) #5'S E.W. <br />U.N.O. <br />ici <br />S3 <br />Ain <br />FILLED CELL <br />CJ-� <br />_O <br />25'-102 <br />8 <br />.... <br />1/j <br />..— <br />g1-58z' <br />t <br />.....I <br />2'-6"x2'-6"X1'-0" FTG <br />/ <br />W/ (3) #5 E.W. - <br />I <br />L <br />I <br />3-1/2" MIN 3000 PSI CONC. / <br />/ <br />I <br />C? <br />eo <br />INDICATES FILLED CELL w/ 3000 PSI <br />SLAB FOR HERNANDO / <br />PROVIDE %2' x 9 %2" 11' <br />��� SLOPE <br />( <br />S3 <br />(2) #5 REBAR <br />CONC. GROUT FROM FT. TO BEAM <br />COUNTY ONLY / i / <br />RECESS FOR FRT.POOR <br />VERTICALS w/ in <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />3-1/2" MIN 2500 PSk66NC <br />TOP OF CONC./ PAVER 0 BE <br />4'-8" <br />T-8" 4'-6" <br />FILLED CELL <br />I TYP @ ALL PLACES SHOWN <br />SLAB OVER 6 *11i 01SQUEEN <br />0'-0" <br />4"BELOW FIN. FLR. <br />.1 <br />....... " : ■ <br />IHOOKED FTG. DOWELS 5" EMBED <br />VAPOR BAfjR t <br />I „ .......... <br />............ <br />' ' <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />/ / <br />// <br />: ...................... <br />:::.. <br />. <br />1 ' ' ' <br />..., .......� .......... . <br />ISTEEL" <br />/ / <br />-----,----- <br />4'-0" <br />/ i <br />/ / <br />16'-10" <br />' .12'-10" <br />o <br />STEPS AS <br />REQUIRED <br />PER FIELD <br />I / / <br />/ / KITCHEN ISLAND <br />/ / <br />i / / LOW WALLS <br />nr='=='�; <br />III I. • <br />I11 OPT. 1:: <br />... <br />10-104 <br />CONDITIONS <br />C/ r <br />--- --- -� <br />cJlll REF. I:� <br />ICJ- <br />+ - <br />JIJ <br />• <br />- - <br />PROVIDE D" RECESS =_- --- --------"- _ <br />/ / - - - a _ CHASE TO ISLAIJD <br />- <br />- <br />- <br />; ; <br />- - - t - <br />- - <br />�I J <br />JI� ° <br />- - - <br />TYP@ 1 <br />FOR SGD. REFER TO / <br />F <br />�r III <br />1 <br />I <br />STORY U.N.O. <br />c� <br />bo <br />L <br />S3 <br />MASON'S SLOPE FOR <br />I <br />WIDTH <br />I I Ilr <br />I D.W. 111 �� II �� Ill I <br />L JL J <br />:. <br />o-� <br />''" <br />I ! <br />I} 1 <br />� <br />- <br />A N <br />o <br />' <br />I <br />M LL <br />—_ JL_------ <br />I <br />III <br />in <br />in <br />_3 1 /2" <br />I <br />S3 / I <br />i <br />- - - ✓- SINK / DISP <br />:: <br />• . <br />:: r I j <br />1 <br />I <br />( <br />(_ — — <br />/ / 16' 0" <br />2, 94„ <br />6'-10" ..... <br />1 :: <br />�, <br />:: 1 III <br />0'-0 <br />■ <br />■, <br />I <br />I <br />4 l <br />o <br />AC PAD '-0" <br />✓i/ HVACCHASE <br />i / / BASED ON <br />LOCATION <br />A r 1 <br />_7 ! <br />- <br />0 <br />; <br />I( <br />1 <br />H.B+ <br />5-4" 1,_95„ 3, <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />2'-10no " 1 5'-11 <br />FOUNDATION PLAN MONO - ELEV-B1 <br />CONTROL JOINT DETAIL <br />SCALE. 3/4 = 1 -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 />N <br />N <br />CP <br />�.� <br />> W <br />CD <br />c <br />ci a <br />m <br />c � d <br />y C,NX <br />_cC n-. <br />m <br />6° <br />C= , <br />� E <br />it r <br />Gw ct,' <br />e. <br />�'rrr,yf.,f <br />',t evg�€,BAR 346� <br />9'trr <br />a• <br />c <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />0) <br />W <br />'ItE <br />0 <br />4 co � <br />dJ <br />war°° U u <br />/ <br />N O # LL <br />C J LL <br />w <br />LL. LL S a. <br />�Q <br />Z <br />W <br />w A, O o <br />co N <br />Z <br />U) T m w <br />cc <br />N N Z Q✓ <br />Z <br />N dU v <br />W <br />OD <br />z N M <br />O O <br />� o <br />� ¢N <br />J <br />a_ N <br />N <br />N <br />M <br />z <br />CD o <br />u- <br />+-J <br />C <br />W <br />`� F <br />U <br />N <br />W o <br />� y <br />c� <br />W J <br />L! O <br />� <br />t <br />O <br />sN <br />r` <br />O <br />J <br />W <br />Mn <br />M <br />o <br />z <br />Z <br />a <br />0z <br />� <br />0 <br />19❑a <br />ui i <br />? <br />tca ..a n7 <br />X <br />oa <br />00 <br />o� <br />C> <br />ar <br />Qz <br />0a <br />Wz <br />N <br />L <br />O <br />a <br />Z <br />¢ w <br />m <br />B <br />CY <br />_ C <br />y0 <br />O <br />ZF <br />z <br />J <br />m>Z <br />zY <br />� <br />U) <br />¢� <br />o¢ <br />z <br />go <br />¢ <br />d ww <br />WQ <br />U <br />ap <br />F_ <br />J <br />4 <br />13: <br />Oco <br />C) <br />w <br />zla <br />3 <br />O <br />Ln ' <br />/ <br />O m <br />co <br />cle) <br />r <br />W <br />m <br />¢I <br />0 <br />N <br />O <br />N <br />r <br />� <br />LO <br />Q <br />T <br />Nt <br />Z <br />cc <br />Z <br />0 <br />E co <br />- <br />U <br />co <br />a <br />U -j <br />¢ 0 <br />� <br />JOB <br />NO: <br />22-06472 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />