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TYP @ 1 STORY <br />U.N.O. <br />A <br />S3 <br />VERIFY METER <br />LOCH ION WITH <br />BUILDER t B <br />�. � <br />VERIFY LOCATION <br />/ �a <br />, ; I <br />ELECTRICAL PANEL <br />I <br />(2) #5 REBAR <br />4'-0" <br />VERTICALS w/ in <br />: <br />I <br />OPROTEPROVICT DE <br />FILLED CELL I <br />0'-0 I <br />I <br />: <br />,1,-6„ <br />G <br />APPLBUILDIANCEER <br />ON <br />■ <br />I <br />; ; <br />:: <br />1: <br />WHEN REQUIRED PE <br />I <br />• <br />FBC <br />35-4" <br />20'-6" <br />, <br />ro <br />S3 <br />S <br />7211 <br />I <br />EDGE OF SLAB 2" <br />I <br />c <br />Cl <br />'GJ' <br />I : <br />BEYOND WALL I CJ <br />i0 <br />b) <br />b) <br />' <br />— — — — <br />— — <br />— <br />-1 <br />— <br />}: — <br />I0 <br />— — <br />— — — <br />- <br />5'-3" 1'-10„ <br />co <br />I <br />G <br />II <br />1 ; <br />I: <br />N I o) <br />I <br />I <br />(2) #5 REBAR <br />; . <br />I j . <br />r ....... <br />I (- 7 11 <br />1 <br />— <br />v <br />' <br />VERTICALS w/ in <br />I I <br />: <br />I OPT. WI I <br />I OPT. D 3 1/2" <br />r> <br />FILLED CELL <br />" <br />2'-6"x2'-6"X 1'-0" FTG G <br />W/ (3) #5 E.W. <br />r 1 <br />_ <br />I L� J I <br />L - - - - J <br />• : <br />L - - - - : <br />3'-5" <br />SLOPE b <br />7'-1„ <br />(2) #5 REBAR <br />2'-6" x 2'-6" x V-0" <br />I <br />^` �'� <br />AHU <br />I <br />VERTICALS w/ in I <br />W/ (3) #5'S E.W. <br />Sir <br />TYP @ 1 STORY <br />I <br />�+ <br />I <br />CC <br />FILLED CELL <br />U.N.O. A <br />I K <br />S3 <br />I <br />°Q <br />CJ <br />CJ <br />I <br />IT <br />.............. <br />9 <br />°P� <br />I <br />25'-10� " <br />1 8 <br />i i � ...... <br />g -5-�,, ........ <br />128 <br />. — ..... — <br />■ <br />4 „ <br />" FTG <br />: <br />i / <br />W/ (3) #5 E.W. <br />I r` -4" I <br />L <br />I I <br />i <br />3-1/2" MIN 3000 PSI CONC. � I <br />"'r`r, <br />7■ <br />S3 <br />= <br />�� <br />LO <br />INDICATES FILLED CELL w/ 3000 PSI <br />SLAB FOR HERNANDO <br />PROVIDE Yz" x 9 Yz" <br />SLOPE I <br />--� <br />(2) #5 REBAR <br />CONC. GROUT FROM FT. TO BEAM <br />COUNTY ONLY i i� <br />RECESS FOR FRT. OOR <br />VERTICALS w/ in <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />3-1/2" MIN 2500 PSy `(,eNC <br />TOP OF CONC./PAVER 0 BE <br />4'-0" I <br />4'-4" 4'-6" <br />FILLED CELL <br />I TYP @ALL PLACES SHOWN <br />SLAB OVER 6 f�Ql%ViSQUEEN <br />� 0':0:' <br />4" BELOWFLR:: <br />■ <br />r■ <br />' ' <br />■ <br />■ ■ <br />HOOKED FTG. DOWELS 5" EMBED I <br />VAPOR BATI" <br />I ................. <br />...... <br />... .......... <br />' ' <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />ISTEEL" <br />iii <br />; <br />::::: <br />::...... <br />. <br />1 ' <br />-----.------� <br />4'-0" <br />16'-10" <br />' •12'-10" <br />10-10 <br />STEPS AS <br />I i <br />v <br />REQUIRED <br />PER FIELD <br />i <br />I <br />KITCHEN ISLAND <br />LOW WALLS <br />III b <br />III OPT I ; <br />.........:::::::::::::: <br />:.'.'.' <br />icj: <br />. .... . <br />CONDITIONS <br />CJ-I <br />■ C / I - - - - <br />- ���--REF. r - - - <br />- <br />— — <br />---- --- � --- <br />PROVIDE 1 Y2' RECESS —1= - - — - CHASE TO I� SL�IrD <br />/ <br />��41 / 1 <br />I <br />TYP @ 1 <br />STORY U.N.O. <br />FOR SGD. REFER TO <br />I III �r <br />_ <br />I <br />_ <br />o <br />L <br />S3 <br />MASON'S SLOPE FOR I I <br />I <br />I D.W. ill �� II �J 111 1 <br />I <br />.a <br />• . ' . ; <br />III! <br />A N <br />iv <br />-3 1/2" <br />I <br />L <br />WIDTH J� JII <br />M LL�J,ILs�_�_� <br />S3 SINK 1 DISP <br />i <br />16'-0" 2,-93a„ <br />I <br />6'-10" <br />: ; <br />:: <br />.. <br />; ; <br />t <br />°p <br />0�_0„ I , <br />S3 <br />.3 <br />1— — <br />I <br />I <br />I <br />II <br />= <br />4 <br />cn <br />o <br />AC PAD O„ <br />i HVAC CHASE <br />BASED ON <br />i LOCATION <br />rr� ��, <br />:: <br />----� t <br />r I <br />O <br />`� <br />I TYP @ 1 STORY <br />H.B+ U.N.O. A <br />S3 <br />V-912," 1 T-222" 1 R• n„ I F'-n" I R- <br />0" L 6' <br />2'-10k L 5'-11 " <br />FOUNDATION PLAN MONO - ELEV-Al <br />SCALE: Y4'=1'-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 />r-'--i U <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-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 />**Altemate: <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 />C. <br />C <br />cU <br />C-A <br />%1 <br />0 <br />L1J � <br />-v <br />> W <br />O L <br />a.W o <br />cm.c. <br />=cco to CJ Cn <br />u. rs <br />b N N <br />to <br />06 <br />; <br />m Q <br />«s <br />`- <br />A N C3 d <br />1O+ i G O <br />ar A <br />W. _ .rm <br />Ca. <br />c >; <br />ea o <br />ci cj <br />.( V' <br />UA <br />LU <br />\ dC a, <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specificallons contained within these <br />drawings comply with the 2020 Florida Building Code <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />rn <br />nE <br />8 <br />S <br />V �. Ze co - <br />�r-��Lo 0 L <br />Qi J <br />Lu <br />a <br />* <br />LM <br />w u5 <br />unW��rn <br />� Nz d J <br />K <br />N <br />IN <br />CD <br />®QN <br />z 3(S <br />z >= <br />d N <br />N <br />/ z <br />�ty <br />LL <br />4-j N <br />� <br />OLn <br />r7 <br />LU <br />gliiiiiiiiiiiiii <br />• <br />C= <br />w <br />U- <br />M 0 <br />zp <br />cc <br />N C <br />n3 <br />$� <br />aZ <br />wo <br />p <br />-2 <br />mg <br />0 <br />Z�_ <br />z0 � <br />N J <br />M. <br />oz <br />0 <br />�z <br />0 <br />W <br />0_=k <br />O <br />0g <br />K <br />0 3 <br />d O <br />L / <br />' A <br />W <br />L <br />(0 <br />co <br />j 0 <br />N <br />Y <br />Cr <br />� <br />m <br />U) <br />Q� <br />4-0 <br />O N <br />o <br />O <br />r <br />T <br />Q <br />r <br />lMCD <br />z <br />Z <br />E co <br />a <br />" <br />U p <br />r <br />JOB <br />NO: 22-06474 <br />SCALE : AS NOTED <br />SHEET NO. <br />6 <br />