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c <br />c <br />d <br />A <br />H.B. TYP @ 1 STORY S3 <br />U.N.O. <br />I <br />■ ■ ■ ■ ■ ■ ■_ ■ <br />■ ■ _■ <br />■ ■ ■ ■ <br />Ile, <br />r <br />o <br />0 <br />I <br />o <br />16'-0" 2-94 6-10".' <br />0'-01, I ■ <br />— — <br />I <br />bo <br />I \ SINK / DISP <br />r_—� — — <br />—r_ <br />}I bI <br />A <br />D.W. I III 0 II III I <br />:: <br />I} I <br />S3 c <br />o\ <br />�, <br />IIIL_JLJII <br />I L--_JL� _ =J CHASE TOISL.� D _ <br />I( \ } I <br />TYP@ 1 <br />—�— — — — - — — — -- —� — TII4 — —— — — <br />IN <br />: — — — — �— — <br />— Ji% I t — — — — <br />STORY U.N.O. <br />STEPS AS <br />REQUIRED <br />PROVIDEI%"RECESS �� CJ L— ----_—J CJIII OPT �:T -rep <br />FOR SGD. REFER TO III REF. I:: <br />CJ;; <br />::: '.: '. '. '. '. '. '. '. '. '. '. '. '. '. '. '.: : '.'.'. <br />CJ—III I ■ <br />::.' :: 10'-104" <br />PER FIELD <br />MASON'S SLOPE FOR KITCHEN ISLAND I II I' '10 <br />CONDITIONS <br />I WIDTH �I� LOW WALLS " <br />4'-0" <br />I <br />16-10" <br />12'-10" <br />r <br />INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT. TO BEAM <br />— — — — — •— — — — <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />' TYP @ ALL PLACES SHOWN I <br />&0.-0. <br />TOP OFCONC./PAVER T BE4" <br />(2) #5 REBAR <br />HOOKED FTG. DOWELS 5" EMBED <br />I <br />BELOW FIN. FLR. <br />■ 4'-0" <br />4'-4" 4'-6" <br />VERTICALS w/ in <br />W/ 25EXT. ABOVE SLAB 40 HVAC CHASE <br />" " <br />� � BASED ON <br />I STEEL" <br />Y2' %2' <br />SLOPE? I <br />FILLED CELL <br />PROVIDE x 9 <br />LOCATION <br />\ <br />RECESS FOR FRT. POOR ih <br />I <br />L <br />o <br />\ <br />2'-6"x2'-6"X1'-0" FTG 'r' <br />�� <br />25'-1047 9'-5si' <br />tza 128 <br />W/ 3 #5E.W. <br />O <br />4'-4" <br />:n <br />\ <br />0) <br />. . . . . . . . . . . . . F.-7 <br />I <br />7..■ <br />O <br />Ci Ci <br />(2) #5 REBAR <br />CO <br />TYP @ 1 STORY S3T <br />I <br />S3 <br />CC <br />I <br />U.N.O. <br />S3 <br />VETICALS / in <br />I "ri I AHU I <br />F LLED CELL <br />2'-6"x2'-6"X1'-0" FTG N : • I : <br />_ �._ _ �� <br />W/ #5 E.W. <br />r <br />3 -5 <br />-1 <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />G �._ <br />(3) . <br />• — — — — <br />_3� <br />,T,a <br />(2) #5 REBAR <br />S3 <br />L_ J F <br />SLOPE . <br />� <br />in <br />VERTICALS w/ in <br />FILLED CELL <br />I I <br />: I I I I IOPT. VV I : <br />— OPT. D <br />......... �;.. ................. I II L _ J <br />' <br />■;. :::: <br />— J ........... _ <br />_—__.__.—_.._� <br />(1 <br />CY): <br />5'-3" 1'-10" 3,-6„ 11 O <br />LN <br />_ <br />—J- <br />- CJ CJ <br />+ <br />— CJ <br />q <br />3-1/2" MIN 3000 PSI CONC. 2'-734. T-10" 1'-I'i <br />EDGE OF SLAB 2" <br />T <br />SLAB FOR HERNANDO : <br />BEYOND WALL <br />N <br />COUNTY ONLY <br />I I <br />K <br />J <br />3-1/2" MIN 2500 PSI CONC = <br />`r) <br />SLAB OVER 6 MIL VISQUEEN <br />VAPOR BARRIER f <br />35'4" • - <br />20'-6" <br />■; 10'-0" <br />(:: <br />BUILDER TO PROVIDE <br />:: <br />:: <br />APPLIANCE PROTECTI <br />N <br />(2) #5 REBAR <br />WHEN REQUIRED PER <br />FB <br />VERTICALS w/ in <br />4'-0" <br />12'-1" <br />_ _ <br />FILLED CELL I <br />CO <br />/�W H �� <br />VERIFY LOCATION <br />i <br />----------� <br />--- <br />—;-%-- <br />\/�--------_j'•I <br />—f�--ELECTRICAL <br />PANEL <br />+-- <br />--------I 11701 <br />1'-6" . 5'- <br />A <br />S3 <br />TYP @ 1 STORY <br />U.N.O. <br />6'-0" <br />3.2 in <br />N-Iffil <br />MIT= <br />VERIFY METER <br />LOCATION WITH <br />BUILDER <br />6-0" <br />} H.B. <br />T-O" <br />15'-0" <br />�. <br />FOUNDATION PLAN MONO - ELEV-Al <br />SCALE: %4"=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 />w <br />w <br />En w <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 />' ' <br />= <br />HORIZ. REBAR, TYP. <br />. <br />' <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 />o o <br />N 0 (7) <br />00 <br />0.. <br />itA f•lo} <br />\2 <br />L D <br />t_ <br />- W.- <br /><__ <br />L <br />,n 0 O <br />>:50- ®W <br />N <br />N <br />(=3 <br />N <br />N <br />0 <br />11 <br />E <br />Co <br />• " +rw <br />�•.. STATE OF <br />.A • ,1 'b <br />% <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 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 />W n <br />v a E o A <br />O N N # J <br />{` N D)LL <br />V J <br />y W <br />0 7 ao N ik LL w <br />n. <br />H U) r— r a J w <br />N m y LL a �[ <br />Z ZO5 <br />J 8, <br />in C ;3;a Q <br />a <br />Z N MZ �cn O <br />LMLW <br />IL <br />O U 0 _j <br />Z <br />W ❑ ❑ ❑ <br />CD v <br />N M <br />0 0 <br />z <br />—o <br />Q <br />0 N <br />E3 <br />M <br />V) 2: <br />(fir <br />(' o <br />V! o <br />LL <br />(j)(0 <br />+-, <br />w <br />U <br />01/^1 <br />W o <br />W J <br />1-- _ E <br />L <br />I <br />L w <br />U u) ° <br />Q � o <br />IO <br />O <br />w <br />Mm <br />M <br />o <br />z <br />z <br />Q E <br />E 8wz <br />� <br />o_o <br />� <br />'s <br />Za <br />❑a <br />N <br />go <br />XU <br />F <br />UO <br />�U <br />O <br />O <br />o <br />wo <br />aoo <br />ii z <br />o <br />- <br />cn C: <br />m�i <br />o <br />o' <br />- a=i <br />'� <br /><� <br />¢w <br />�z <br />oOG�U <br />�o <br />Q <br />w LL <br />a <br />m w <br />ao <br />r� <br />O <br />�w <br />=r <br />7 <br />O <br />O <br />~oK <br />ZQ <br />a F <br />o- <br />Uri <br />C <br />.0 r <br />N <br />j L <br />L / <br />O 01 <br />�1 <br />cu <br />I— <br />L <br />00 <br />CN <br />� O <br />`lam <br />/•T/'� <br />W <br />:bT <br />}J <br />C) <br />LO <br />M <br />Q CN <br />r <br />c <br />ai <br />w N <br />00 � N <br />o <br />Z <br />cu <br />Z <br />E Mcc <br />a <br />0 _j Q o <br />JOB <br />NO: 22-02401 <br />SCALE : AS NOTED <br />SHEET NO. <br />6 <br />If1 � 11 TIFIf i l l - - — - - - - --- - --- - 1. 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