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C" <br />3 <br />m <br />00 <br />ob <br />cV <br />tv <br />t/ <br />0 <br />Q <br />N <br />0 <br />GD <br />cD <br />0 <br />m <br />00 <br />00 <br />N <br />L0 <br />L0 <br />L <br />v <br />C <br />Cr <br />N <br />J <br />0 <br />I <br />A <br />L0 <br />0 <br />Cr( <br />0 <br />49 <br />CI <br />a <br />rn <br />a� <br />E <br />0 <br />s <br />c <br />rn <br />O <br />U <br />U <br />U <br />GJ <br />C <br />0 <br />•U <br />J <br />�a <br />N <br />N <br />u7 <br />hi <br />CM <br />Cn <br />a <br />0 <br />a <br />c� <br />0 <br />0 <br />Q <br />0 <br />5 <br />c <br />■............ �.....l...... �.... ■ ■" "■ ■ ■ !... ...... <br />...... <br />..............................■ <br />-----------I------------I-- <br />CC <br />D <br />--- -- <br />-- <br />-------- <br />r <br />` <br />^_ _^ _ _ 3-1/2" MIN 3000 PSI CONC. SLAB FOR <br />I HERNANDO COUNTY ONLY 1 U'AOO <br />23'-3$" <br />I ■ <br />3-1/2" MIN 2500 PSI CONC SLAB OVER 6 00IT <br />MIL VISQUEEN VAPOR BARRIER <br />CD <br />I <br />j j <br />``' <br />HVAC CHASE- <br />( BASED ON r -7 ri <br />I <br />LOCATIONOO-0 <br />: <br />■ �_____^—; —__ III D.W. 1 } } ...... <br />o� <br />4t-O" <br />— — — — — — — CJCJ _ —_ ^_— C_JLL <br />O AHU <br />o `^—__ —_ _ — I <br />C J I <br />STUB UP TO <br />c� <br />( ; <br />■ : I I I <br />_•• 2ND FLOOR ■ <br />_ <br />KITCHEN III CHASE TO — { _ _ <br />PROVIDE 1 Y2" RECESS ISLAND LOW ISLAND �T <br />' FOR A/C FJ <br />_ ' I ; <br />_ — <br />FOR SGD. REFER TO WALLS �—____________ ______ — <br />_ <br />■ ■ <br />N <br />r — — <br />I 8 1'-0" <br />MASON'S SLOPE FOR 0'-0" <br />WIDTH 1 <br />�� <br />I -4" <br />; <br />.1/c <br />10'-42' 2-31" <br />I <br />3�, 9.9j" ■ <br />o <br />N <br />Cs <br />SLOPE <br />I <br />M 2'-6" x 2'-6" x 1'-0" <br />L <br />— <br />TOP OF CONC./ PAVER TO BE 4" <br />io <br />4" <br />( <br />S3 1 W/ (3) #5's E.W. <br />27'-2 ' 7'-7a <br />1 <br />19'-22 <br />BELOW FIN. FLR. <br />2'-6" <br />to <br />b) <br />S3 <br />I I <br />PROVIDE Y2' x 9 Y2" <br />SLOPE <br />— — <br />I <br />RECESS FOR FRT. DOOR <br />■ <br />--, <br />—T <br />:■ <br />i 1 —CJCDr <br />I <br />: ' `r <br />GG <br />■ <br />tr <br />C'' <br />INDICATES FILLED CELL w/ 3000 PSI <br />I CONC. GROUT FROM FT. TO BEAM W/ I S3 - <br />I <br />S3 ( <br />( <br />CC <br />S3 <br />I <br />(2) #5 REBAR <br />(1) #5 REBAR VERT ABOVE SLAB TYP I <br />W/O UPLIFT <br />VERTICALS w/ in <br />' @ ALL PLACES SHOWN HOOKED FTG. • • • • • • • <br />I _ <br />I .. <br />FILLED CELL <br />DOWELS 5" EMBED W/ 25' EXT. j } <br />_ <br />ABOVE SLAB "GRADE 40 STEEL" } I OPT <br />I o0 <br />I <br />PLUMBING LINETO <br />eo <br />A <br />I N I} <br />I FLOOR SECOND <br />I :: <br />SLOPE I I <br />is <br />S3 <br />I <br />OPT. D <br />J '-3 <br />1/2" <br />TYP @ 1 <br />I I f I c�:: I I <br />- - <br />- <br />STORY <br />I } <br />I <br />- _- _. - <br />GG <br />-- <br />oI <br />N <br />_ _ _ _ - -- = - <br />I CJ ° CJ Q <br />- - N <br />N <br />- - - - <br />CJ <br />o <br />0 <br />I• <br />.: <br />I 15'-64 4'_5a..:. 5 _ :. <br />S3 <br />I <br />zo <br />I <br />C? <br />' <br />S3 <br />I <br />O <br />op <br />2 STORY <br />21 '-2z ' <br />15'-74 <br />6, 32 <br />If <br />11 <br />0'-oil <br />I <br />o <br />I <br />I <br />t <br />I <br />I <br />JOO <br />t <br />I <br />O <br />(; : <br />W,H, VERIFY LOCATION <br />ELECTRICAL <br />I <br />ANEL <br />(2) #5 REBAR <br />VERTICALS w/ in <br />FILLED CELL <br />I — — — <br />L; <br />42 <br />o.... <br />...............:...... .......N <br />.......... ..mot <br />. .. ...... ........ <br />■ <br />■ <br />■ <br />■ ■ <br />FOUNDATION PLAN - ELEV-B1 <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 <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 />J <br />W <br />U) <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 = 1-0 <br />eoa <br />C <br />N <br />A <br />® <br />> W <br />M C— CA <br />c cc v N <br />o <br />Vf Oi: Q e <br />fs= • � <br />-_ Y.. <br />cam,; <br />N .iZ <br />c � <br />A. <br />O , <br />° °AS. <br />a' <br />•.° <br />1 v Q. h <br />:•s' Q``•�52' <br />r .• <br />�`%ROF <br />E S S\o'o`,,� <br />"/441111111111`0 <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within <br />these <br />drawings comply with the 2020 Florida Building Code <br />- <br />Residential 7th Edition. Engineers signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />N <br />W E <br />0 <br />a <br />o <br />v o1'�� <br />0 °°a, �0 <br />'� N <br />5 U) o # <br />N O LL <br />Q Cl) JLL C J Ld <br />LL <br />J LL o_ <br />o <br />Z o13 <br />0 <br />0:ern <br />tw9 <br />N <br />0 <br />W 0 9. m 9 <br />° <br />Z ° <v Z <br />IL IL <br />ZN OU <br />W ❑ ❑ <br />M <br />z C1 o <br />O <br />'�� <br />z <br />U) ca <br />0 _ <br />0 <br />� <br />V <br />0 c o <br />to �. <br />wa <br />U <br />W J <br />t <br />U 0 y <br />N— U)N <br />Q Y <br />Of <br />• <br />® Q <br />N <br />o <br />w <br />z <br />U_ <br />E <br />� <br />Qo <br />Q 0 <br />E u <br />mo <br />Z® <br />o0 <br />CIL <br />d� <br />00 <br />O� <br />o <br />rz <br />a <br />wwN <br />¢ <br />rd <br />C� <br />zz Z <br />oY <br />m O <br />°, <br />zr <br />Q) <br />m <br />¢ w <br />N <br />N <br />¢� <br />oa <br />zz <br />g <br />0 <br />�W <br />W <br />�" <br />JW <br />X,� <br />CD <br />cio <br />c: <br />w <br />z < <br />a <br />O �O <br />i <br />L <br />/ <br />'^ <br />L i <br />N <br />.�� <br />Q <br />IL <br />^ <br />L_ <br />F— <br />T° <br />co <br />. • r <br />m <br />L / <br />}+ <br />VJI <br />CN <br />0 <br />04 <br />0 <br />LO <br />N <br />Q N <br />r <br />ui <br />T <br />M <br />T � j <br />o <br />Z <br />cca <br />Z <br />N <br />E d' N <br />E at <br />io <br />m <br />a <br />a <br />U _j Q p <br />JOB <br />NO: 22-06463 <br />SCALE : AS NOTED <br />SHEET NO. <br />6.0 <br />