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L _ <br />c <br />c <br />V-6" 1. 5'_7$" <br />911 <br />TYP @ 1 STORY <br />U.N.O. <br />A <br />S3 <br />C:M!111116 <br />6'-0" 6--0" 5'-2j„ T-1$" <br />15'-0" <br />VERIFY METER <br />LOCATION WITH 3'-0" <br />BUILDER t, H.B. <br />■ ■ ■ <br />■ <br />■ <br />■ ■ ■ <br />■ <br />■ <br />■ <br />— <br />�- &D <br />VERIFY LOCATION <br />\ <br />� 4'- <br />0 <br />�\WI <br />�'" H <br />ELECTRICAL PANEL <br />2 #5 REBAR <br />7inj <br />VERTICALS w <br />BUILDER TO PROVIDE <br />FILLED CELL <br />2'-6„ <br />APPLIANCE PROTECT <br />ON <br />■:, <br />; ; I : <br />WHEN REQUIRED PE <br />FBC <br />354" <br />20'-6" <br />T `ice M2 <br />Cv <br />ih I K o I <br />S3 <br />4+.( <br />J <br />S3 <br />T <br />4'-10" <br />I2'7a" <br />ILI <br />EDGE OF SLAB 2" <br />■ I — CJ BEYOND WALL — CJ <br />4 <br />is <br />r' <br />o� <br />' - - - - - - - - - - - <br />- - - <br />I: <br />io <br />0 I N I o= <br />POO= <br />( _ ra° ' <br />'4 <br />(2) #5 REBAR <br />................. I 7 I I 1 <br />— '1 <br />VERTICALS w/ in <br />I I OPT. WI 11 OPT. D -3 1/2" <br />I <br />c%) <br />FILLED CELL <br />„ .' '. G r 1 I L- J 11 <br />2 -6 x2 -6 X1-0 FTG <br />W/ (3) #5 E.W. S3 �._ ._ .� �� T-5-- <br />SLOPE , <br />7'-1„ <br />2'-6" x 2'-6" x 1'-0" <br />(2) #5 REBAR <br />I AHU I <br />VERTICALS w/ in I <br />W/ (3) #5-S E.W. <br />TYP @ 1 STORY <br />I N I <br />FILLED CELL <br />U.N.O. A <br />/ I S3 S3 <br />I <br />°_° <br />, <br />CJ CJ <br />J <br />- - - —t—I- - .... <br />'.'.'.'.'.'.'.'.' <br />O <br />I- . _ _'._'._'._'._'_ . <br />�'�. ...... 9- <br />25'-1 <br />: 4,�" <br />2'-6"x2'-6"X 1'-0" FTG <br />W/ (3) #5 E.W. <br />I / <br />3-1/2" MIN 3000 PSI CONC./ / I in <br />S3LO <br />INDICATES FILLED CELL w/ 3000 PSI SLAB FOR HERNANDO / / PROVIDE Y2" x 9 Y2" <br />/ <br />M SLOPE, I <br />(2) #5 REBAR <br />/ RECESS FOR FRT. OOR <br />CONC. GROUT FROM FT. TO BEAM COUNTY ONLY / / <br />� <br />VERTICALS w/ in <br />W/ (1) #5 REBAR VERT ABOVE SLAB 3-1/2" MIN 2500 PSkd6NC TOP PAVER 0 BE <br />4'-0" I <br />4'-4" 4'-6" <br />FILLED CELL <br />TYP ALL PLACES SHOWN SLAB OVER 6 N Il VISQUEEN L FIN. <br />@ � 0'-0" 4"BELOW FIN. FLR, <br />......:. : ■ <br />■ <br />HOOKED FTG. DOWELS 5" EMBED I VAPOR BARR1,EA „..::::::::::::::::::......::::::. ............ ' <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />ISTEEL" <br />' <br />.............� ........... <br />-----,------� : <br />4'-0" <br />I / i / 16-10" <br />o <br />:12':10" <br />STEPS AS <br />10 10a <br />v <br />REQUIRED <br />PER FIELD <br />CONDITIONS <br />I /�/ KITCHEN ISLAND III I <br />/ / :::::::::::::::::::: <br />/ / LOW WALLS I,'I'I,,II OPT. 1: : <br />I / <br />- - - - - - - - - - - - �F- I ' lcj: <br />CJ -I.-i I ■ <br />C r CJ REF --1- CJ <br />■ / III 1: <br />I : <br />_ _ _- _ -_ —t— _ „ _ ��-� - - - - <br />/ / � -- ---- — _ <br />PROVIDE 1 y" RECESS - - - � - - - - <br />CHASE TO ISLTa14D <br />� I i - - - - <br />11 `' 1 I <br />TYP @ 1 <br />STORY U.N.O. <br />/ / I F �. ; : <br />FOR SGD. REFER TO / il( <br />\_� <br />L <br />I III (III I o <br />I I <br />o <br />S3 <br />MASON'S SLOPE FOR I I D.W. I III II > IN I .. • •. <br />( <br />• • • I} t <br />A N <br />.- <br />N <br />oo <br />I <br />M WIDTH LL _ _ �_��-__J_L__J� :: <br />:: III °� <br />SINK / DISP <br />-3 1/2' <br />L_ <br />I 16'-0" 2''�" 6--10" <br />}} t 0'_0 ( _ <br />C/ IY • <br />— — <br />■: // I I :: 1 <br />It } I <br />:: � I�, <br />r> <br />' <br />Q <br />AC PAD -0„ <br />HVAC CHASE <br />/ BASED ON <br />,I / i/ <br />LOCATION <br />1 <br />H.B+ <br />5'-4" 1 <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />-1 <br />2-10-0J." 1 5'-1 <br />FOUNDATION PLAN MONO - ELEV-Al. <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 />VVWF PLACED IN 1/8" SAWCUT x 1/4 SLAB <br />UPPER 113 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />REINF. SEE PLAN. FOUNDATION PLAN <br />--'--�E= u' g <br />w <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" =1'-0" <br />#5 CONTINUOUS <br />,. <br />; ;,•' <br />�_ <br />REINF. SEE FND. FOR <br />QUANTITY <br />•' <br />' <br />#5 X 25" X 25" CORNER <br />�•• <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />• <br />U.N.O. <br />-Alternate: <br />The reinf. bars shall be <br />•, •, • •. •, <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 />:V <br />O� <br />N <br />CD > W <br />o <br />aC- o <br />'-vmx <br />N O <br />Q � N Y <br />3 aU <br />w <br />� c <br />is m s� <br />N G im <br />c � <br />� o <br />o. <br />v <br />O <br />�``°'�• �Ra WN <br />1400 , W <br />O <br />U as <br />'•' <br />F <br />O F E S SIO'� <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 Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and seat is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />a) <br />W F <br />N <br />IQ C fp1 <br />M e� coo N <br />ao <br />f�Ntc-,� <br />iM LL <br />LL W <br />V LL d <br />Z � c <br />yc4 0 <br />W 5ZCp N <br />0:w <br />8 Z.O_j <br />6 <br />z. L N d <br />IL <br />Z N OU � v <br />W El <br />0 <br />z � <br />z <br />a <br />N <br />- <br />vz <br />� <br />�4-j LL <br />N <br />'U W <br />$ <br />O WLn <br />In C <br />w W <br />Ann <br />� 8 <br />_ <br />c U) <br />a <br />Q <br />o <br />w <br />Z <br />M <br />p <br />E <br />o1 <br />za <br />0 <br />EE u <br />�_ ro <br /><S <br />'e <br />ao <br />WX <br />=° <br />O E <br />H <br />ZCL <br />N <br /><� <br />mo <br />ro <br />C <br />Y <br />�� <br />Zz <br />z <br />- <br />J <br />�w <br />t%i <br />d <br />a w <br />o°O <br />z Z <br />n o <br />W <br />a <br />NW <br />o <br />�w <br />0 <br />�° <br />CO <br />� <br />w� <br />is <br />a ~ <br />3 <br />O <br />L <br />L / <br />/•1 <br />CL <br />AW' <br />� N <br />N <br />Y <br />cy. <br />r <br />W <br />m <br />L // <br />Qi <br />O N <br />o <br />O <br />N <br />\ <br />T <br />L <br />i J <br />Q � <br />r <br />ai <br />✓' �.} <br />V iri <br />6 <br />Z <br />M <br />Z <br />E m <br />R <br />m <br />d <br />E •• v m <br />U Q p <br />c <br />c <br />JOB <br />NO: 22-06458 <br />SCALE : AS NOTED <br />SHEET NO. <br />6 <br />