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I 'L f II I I I _ 11 I _ I _ 1 f l 11 -11 I 1 <br />v <br />LO <br />urli <br />41 <br />0 <br />C <br />tCr <br />00 <br />Q <br />CD <br />0 <br />9 <br />M <br />O <br />I <br />M <br />S <br />Q <br />tO <br />LO <br />N <br />LO <br />L <br />0 <br />cn� <br />0 <br />J <br />CO <br />Q <br />I <br />M <br />N <br />LO <br />0 <br />0 <br />cn� <br />0 <br />v+ <br />3 <br />a <br />C14 <br />O <br />%O <br />E <br />E <br />0 <br />x <br />c <br />9 <br />i <br />a <br />0 <br />v <br />J <br />N <br />M <br />CV <br />N <br />Lo <br />S <br />a <br />PM <br />OSN <br />0 <br />0 <br />0 <br />a <br />U <br />z <br />W <br />m <br />0 <br />N <br />C <br />C <br />d <br />6-4' <br />TYP @ 2 STORY <br />J <br />S6 <br />38'-0" <br />6'-0" <br />VERIFY METER LOCATION <br />WITH BUILDER <br />5'4" 4'-0" 4'4" <br />15'-0" <br />t B <br />I <br />........ <br />- OPP- <br />\=/ r _ _ _ ..... <br />�. <br />�€RIEa'-L9�AT49N <br />ELECTRICAL PANEL <br />N <br />---J L Jr ' :I: 12STORY <br />— — <br />r CC (2) #5 REBAR <br />VERTICALS w/ in <br />S3 <br />6'-0" 5'- " a I FILLED CELL <br />I <br />t .rl �,u—i I I 31/2" <br />II F II o � 0'-0" <br />o <br />II L JII 3 <br />J <br />T' <br />M <br />Ilr��llZ <br />IIL -------� I4„ S3 <br />JJI� r---- <br />I <br />IL _ J 1 1 <br />�O'-6" <br />N 4'-11 „ <br />■:� I <br />CD <br />4'-0" <br />1r - - - -_--� __ <br />Q ii I -F-CJ CJ I <br />- L p _ _ <br />fir- ---------� I - - - <br />II <br />ov <br />CD <br />"o <br />KITCHESLOPE <br />I <br />LOW WALLSLANDI CHASE I <br />TO <br />;- <br />■: I ISLAND <br />I EDGE OF SLAB 2" <br />■ • I BEYOND WALL <br />I 1 3-1/2" MIN 3000 PSI CONC. I I <br />L <br />SLAB FOR HERNANDO <br />S3 <br />4' <br />I COUNTY ONLY <br />o <br />CV <br />SLOPE <br />I` <br />3-1/2" MIN 2500 PSI CONC <br />I SLAB OEENVAPOR <br />CO <br />`n <br />1/8":1'-0" <br />PROVIDE 1 Y2" V SQUI I 1 2 STORY <br />� BUILDER TO PROVIDE <br />I <br />RECESS FOR BARRIER _ ` APPLIANCE PROTECTION CC (2) #5 REBAR <br />I ��� TICALS / In <br />L_ <br />I /� WHEN REQUIRED PER FBC S3 <br />CV <br />i <br />— — <br />MASONS SLOPE FILLED CELL <br />■ FOR WIDTH -I-CJ I <br />N <br />N <br />o <br />\--------�—------J <br />I <br />`' <br />■ <br />I <br />TYP @ 2 J <br />STORY S6 <br />PROVIDE YZ' x 9 Yz <br />I RECESS FOR FRT. DOOR <br />4., <br />SLOPES <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #SS E.W. <br />■ : � 0'-0" TOP OF CONC.I PAVER TO BE 4" <br />I <br />o <br />1/8":1'-0 <br />0 <br />BELOW FIN. FLR. <br />L F, <br />I <br />S3 <br />I r I ;■ <br />i� <br />2'-6" x 2'-6" x 1'-0" <br />I <br />STUB UP TO ... :::::: f :::::: <br />— — <br />W/ (3) #5'S E.W. <br />2ND FLOOR PLUMBING LINE <br />t ( I (FOR A/C�� I TO SECOND I <br />- <br />N <br />GG -_� _ FLOOR <br />I <br />b` S3 I- ��� �� �� <br />N <br />o <br />CN <br />Li <br />CJ r14� CJ <br />/I / <br />19'-0" 5'-416' L } INDICATES FILLED CELL w/ 3000 <br />_ PSI CONC. GROUT FROM FT. TO <br />BEAM W/ (1) #5 REBAR VERT <br />ABOVE SLAB TYP @ALL PLACES <br />SHOWN HOOKED FTG. DOWELS 5" <br />bo <br />EMBED W/ 25" EXT. ABOVE SLAB <br />::zo "GRADE 40 STEEL" <br />Cv <br />■ : HVAC CHASE 0,-0„ I <br />BASED ON L J <br />J <br />— — <br />t I LOCATION 5'-4" 16'-3" <br />S6 <br />.. <br />N GG <br />TYP @2STORY <br />o0 <br />C PA <br />AC PAD <br />_ —1 — � � : <br />— — — — — — — — — — — — — — — — — — — — — — <br />■ . . . . . . . . . . . . . . . . . . . . . . . M M M mi�. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ■ <br />C <br />H.B.4- <br />2'-0" L 2' <br />YP@2 J <br />STORY S6 <br />64„ 1 Z-2k 1 2'-1 <br />FOUNDATION PLAN — 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 />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 />LLJ <br />z <br />W J <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />\Yhr' <br />#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />L <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />' <br />-Alternate: <br />I , _ <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 />e�f <br />N <br />c�V <br />C" <br />� <br />o <br />0 <br />ar 'o <br />W <br />C <br />O <br />f..l O- <br />c to V tv <br />OCO>C <br />0- <br />N cc O - <br />y ., C V t <br />N N O 1 <br />a N Y <br />at <br />ro <br />do <br />c o <br />Vf fl- <br />C E <br />G <br />K <br />{{ <br />w� a <br />N. <br />-- <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 <br />Florida <br />Building Code - <br />Residential 7th Edition. Engineer's signature <br />and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />rn <br />W <br />0 E <br />u <br />0 <br />m <br />0 <br />fA <br />a <br />NO 9k LL <br />y cr) V 3 <br />@LLLL <br />3t - <br />Z <br />J W <br />M C o <br />@o o <br />or� o <br />W <br />Z <br />LLW <br />rn <br />COof <br />m J <br />CO N ° a � <br />0N <br />OU U 0 <br />Z <br />co <br />W <br />❑ ❑ <br />z <br />z <br />N (7 <br />o OO <br />� N <br />z <br />� � <br />U) <br />N <br />NC) <br />z <br />v <br />(� w <br />o <br />a <br />V <br />0 <br />V) <br />w <br />c <br />S <br />�N <br />� <br />v <br />W <br />J41 <br />E <br />N � <br />SII <br />S <br />t <br />C <br />� <br />0 <br />�� <br />14 <br />� <br />o <br />J <br />z <br />w <br />M <br />C")z552 <br />J <br />F <br />¢ <br />Z <br />Z <br />E <br />o <br />oo <br /><ry <br />Q <br />z® <br />co <br />F .— <br />a <br />o <br />u 0 <br />�E <br />p <br />pa <br />Qz <br />oz <br />0< <br />Z <br />a> <br />�- <br />o <br />wz <br />� w <br /><o <br />x <br />m� <br />°� <br />z <br />m <br />v <br />Nm <br /><w <br />� <br />Q� <br />g <br />sz <br />z <br />Wcan <br />T <br />O <br />3 <br />� <br />wLL <br />aw <br />� <br />w <br />x <br />IS <br />`r <br />w <br />>x <br />a <br />zaT3 <br />0 <br />C 0 <br />2 <br />0 <br />> <br />LO <br />LO <br />cm <br />Q <br />C� <br />~ <br />00 <br />t0 <br />O <br />CL <br />qt <br />Y <br />o <br />C:)r <br />'�^ <br />VJ <br />CN <br />ma-+ <br />m <br />LO <br />te <br />O <br />LL <br />0) <br />CIOCIO <br />O <br />Lnl <br />00 <br />N <br />LO <br />LO <br />co <br />04 <br />N <br />Q <br />co <br />to <br />— <br />T <br />-' M <br />w <br />CO <br />w <br />"ito <br />Z <br />cca <br />Z <br />: <br />E O <br />N <br />C <br />a <br />U J <br />Q <br />p <br />-.1 <br />JOB <br />NO: <br />23-06132 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />