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m <br />00 <br />N <br />Cr <br />N <br />Zi <br />0 <br />M <br />i <br />Cr <br />m <br />a <br />,Sp <br />6 <br />0 <br />I <br />N <br />N <br />O <br />LO <br />L0 <br />chi <br />c <br />Qr.._ <br />N <br />N <br />i� <br />CD <br />J <br />LZ <br />N <br />N <br />n <br />5i <br />0 <br />a <br />N <br />N <br />ai <br />t� <br />0 <br />1►fflji <br />V-8" L 5'-58-5" L 6-6S' L 6•-0" <br />A TYP @ 1 <br />S3 STORY <br />2'-6" x Z-6" x 1'-0" VERIFY METER <br />W/ (3) #5's E.W. J TYP @ 2 LOCATION WITH <br />S6 STORY BUILDER <br />15'-0" <br />f <br />H.B. <br />q <br />■ ■ ■ ■ ■ ■ <br />.................. <br />■ <br />■ ■ <br />■ ■ <br />ZD <br />LLL <br />I <br />o <br />} j 0 <br />I :: <br />W H ELECTRICAL PANEL <br />(2) #5 REBAR4nilVERTICALS <br />I <br />(: <br />w/ i <br />FILLED CELL <br />0.-0.,1 1 _ : <br />■ 15-71 6-32' <br />: <br />I21'-22" <br />2 STORY <br />I _ I <br />I : <br />00 <br />C? i <br />o <br />K <br />r ib <br />15'-6j" 4'_5j" <br />GG <br />_ CJ o I CJ o :: S3 <br />I: <br />I • <br />I <br />CJ00 <br />Ij <br />04 <br />i!? <br />I 1 <br />TYP @ 1 <br />STORY <br />I 1 _ — -- <br />— <br />O iv OPT. <br />--3 <br />I <br />0o <br />A <br />} 1 W <br />1L <br />1/2" <br />SLOPE <br />S3 <br />: 'n j { _ PLUMBING LINE <br />I • <br />I <br />N } 1 : TO SECOND <br />1 I - I <br />INDICATES FILLED CELL w/ 3000 PSI FLOOR <br />�CONC. GROUT FROM FT. TO BEAM W/ j } OPT. D <br />I <br />i <br />�/ 00 <br />(1) #5 REBAR VERT ABOVE SLAB TYP <br />I <br />I <br />(2) #5 REBAR I <br />@ ALL PLACES SHOWN HOOKED FTG. :: <br />I G I <br />W/O UPLIFT <br />VERTICALS w/ in <br />CD - <br />DOWELS 5" EMBED W! 25" EXT. <br />S3 <br />I : ; <br />CC <br />FILLED CELL <br />_ <br />ABOVE SLAB "GRADE 40 STEEL" <br />S3 <br />2'-6" x 2'-6" x 1'-0" <br />S3 I <br />W/ (3) #5's E.W. <br />r-- <br />I <br />PROVIDE Y2" x 9 Y <br />L <br />1 27'-24" I T-71" <br />RECESS FOR FRT. DOOR I <br />19'-22' Z-6" <br />S3 <br />S3 <br />q <br />N <br />�_4„ <br />2'-6" x 2'-6" x V-0" <br />W/ #5's E.W. <br />I <br />�-�� <br />= <br />4 <br />17 <br />io <br />in <br />I <br />M (3) <br />S3 10'-42' 2'-3a' <br />T-4" 1 9'-98'- <br />SLOPE <br />E1/8":1'-0" <br />- — <br />KITCHEN <br />ISLAND LOW <br />PROVIDEIY2'RECESS WALLS C------------- ------ <br />�` <br />TOP OF CONC./ PAVER TO BE 4" ; ■ <br />_. �. BELOW FIN. FLR. <br />�- <br />- <br />■ : ( FOR SGD. REFER TO I — <br />_ <br />N <br />c0 <br />CHASE TO - <br />■ : MASON'S SLOPE FOR 1 I a ISLAND — — _ <br />WIDTH — _ — <br />o o — — _ — —_ — _ <br />CJ I Q — — — <br />— _C J—CJ4-0 <br />STUB UP TO — ■ <br />2ND FLOOR <br />FOR A/C <br />iv <br />—`1 — z-— -- — <br />1 O I — — — — <br />TJ- - -4 — — <br />— — — — — <br />7 <br />I — — — — ��Irl —� <br />' <br />. ...... . <br />I <br />■ _-- _ — 11 D.W. 1 it ..... <br />■ <br />= <br />HVAC CHASE — —_ <br />I BASED ON —� C_JL —� } } N <br />0'-0,1 I r <br />II <br />LOCATION <br />— 3-1/2" MIN 3000 PSI CONC. SLAB FOR <br />— <br />- - <br />HERNANDO COUNTY ONLYA. <br />�! — _ — ;— — ;— <br />r — — I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 I .c <br />:. <br />. ■ <br />MIL VISQUEEN VAPOR BARRIER <br />; <br />I <br />-- <br />---------' <br />� <br />...... <br />■...................� ........... .. _■. : :. :...M I <br />...... <br />:...........:...........■ <br />H.B. <br />q TYP @ 1 <br />S3 STORY <br />'-11" 1. 2'-221" 1_ 2'-5z" 1_ 4'-6" L 4'-8" L T-10" <br />L Z-6" x 2'-6" x 1'- <br />W/ (3) #5's E.W <br />4'-5" 4'-0" <br />1-STORY 2-STORY <br />RM1.1 <br />J TYP @ 2 <br />S6 STORY <br />FOUNDATION PLAN — ELEV-131 <br />SCALE: Y4'=V-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 <br />1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB <br />THICKNESS WHERE <br />OR FIBERMESH <br />SHOWN ON <br />REINF. SEE PLAN. <br />FOUNDATION PLAN <br />uj <br />WUj <br />co a <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />45 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 />� W <br />o <br />o <br />c ep V c•� <br />ti m x <br />Li- <br />ct = <br />rmN <br />d Y <br />of <br />d o $ cc <br />fy Q <br />3 ` <br />�.d w� <br />n, = c <br />y q -Q <br />� E <br />.r° o <br />[y 61 <br />V <br />b <br />F <br /><.: o <br />�f �rtTiftt't;ca;;���� <br />1 <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 Florida Building Code - <br />Residential <br />7lh Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />N�10, <br />Iwo <br />a 8 <br />6 <br />o <br />C <br />t- co <br />Lo V N <br />0 N O <br />LL <br />aj <br />LLLL LL u <br />a40 <br />13 <br />ZWH <br />2 <br />,W I <br />_ <br />Z LO Cl) <br />N Z <br />K <br />L L <br />N <br />OU y <br />= <br />W ❑ ❑ <br />Z <br />Z no <br />R <br />—I <br />d N <br />E3 <br />-- N <br />U) <br />N <br />� U o <br />a-8 <br />,., M <br />0 ", . <br />N c <br />v):::) <br />amp L1J J <br />t <br />U <br />c <br />Q <br />� 0 <br />sr <br />o <br />w <br />LL <br />R O <br />Z <br />V <br />1� <br />fQ <br />wo <br />R� <br />��o� <br />ou <br />zE <br />co @ <br />f— <br />�i <br />g <br />wz <br />to C <br />v C <br />o y <br />� <br />00 <br />z <br />z <br />m J <br />N <br />ca <br />> Z <br /><Z <br />t!j <br />Zgzu <br />W <br />�3 <br />o <br />w <br />r <br />LL <br />0 <br />o <br />w <br />bM <br />z <br />o�TS <br />0 <br />0 <br />i <br />�U-) <br />LO '^ <br />rn <br />�\LO <br />L, <br />F— <br />—.1 <br />co <br />0 0 <br />U) <br />N <br />�yr•� <br />T <br />IUD <br />T <br />Q <br />O <br />4_j LL01) <br />0 <br />M <br />0 <br />0-)0 <br />00 o <br />LO <br />00 N <br />Q oo <br />T-- <br />6 <br />M <br />CO � <br />7 L Cn <br />o <br />Z <br />Z <br />/ <br />E T y <br />a? <br />m <br />c <br />a <br />v <br />U <br />c <br />JOB <br />NO: 23-06141 <br />SCALE : AS NOTED <br />SHEET NO. <br />6 <br />