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c <br />c <br />d <br />48'-0" <br />T-8" 1, T-10" 6 T-108" L 2'-8" <br />TYP @ 2 STORY <br />(SEE JJ/S6 FOR J <br />STEM OPT.) S6 <br />-4" 6'-0" 6'-0" 6,_35" <br />MAN [Iva ►II=r111:3 1 <br />LOCATION WITH I �� <br />BUIL ER <br />.Z� TH.B. <br />i <br />• - <br />--- - - - <br />----- <br />- <br />-I-- <br />- I ---17 GTTI <br />�C3i'rr-rTJrY-----------, <br />09 <br />ELECTRICAL <br />PANEL I <br />I <br />( <br />I <br />(2) #5 REBAR <br />' <br />I <br />VERTICALS w/ in <br />°° <br />0'-01, <br />I <br />I <br />I <br />FILLED CELL <br />I <br />GG <br />I CC W/O <br />' <br />N <br />S3 UPLIFT <br />; S3 <br />o <br />I <br />I <br />S3 <br />1D <br />PLUMBING • <br />PLUMBING <br />I <br />TYP @ 2 STORY <br />STACK <br />� <br />'T <br />STACK <br />I <br />U.N.O. (SEE JJ/S3 I <br />' ' I' ' ' ' ' ' • • ' • <br />I <br />I <br />I '- <br />I <br />FOR STEM OPT.) <br />I <br />SLOPE <br />� ( <br />7'-2" <br />0o <br />I N- <br />CJ <br />I <br />I <br />20 <br />3 1/2" <br />I � N <br />I I <br />CJ I <br />o <br />N <br />167 <br />EO <br />. .......... <br />I <br />.. <br />0 0 <br />r- <br />I I <br />I I <br />4'-0" <br />26'-6" <br />21'-6" <br />■ <br />20' 44' <br />I <br />_ <br />6-14" <br />3-1/2" MIN 3000 PSI CONC. SLAB FOR <br />_ <br />—1/8 <br />1/8":1' 0" <br />I HERNANDO COUNTY ONLY <br />2'-6" x 2'-6" x 1'-0" <br />w I <br />I <br />cSLOPE <br />I <br />3-1/2" MIN 2500 PSI CONC SLAB OVER <br />W/ (3) #5's E.W. <br />I <br />I 6 MIL VISQUEEN VAPOR BARRIER <br />a I <br />(2) #5 REBAR <br />o <br />N <br />2 , <br />I M2 <br />VERTICALS w/ in <br />S3 <br />S3 <br />13'-11" <br />2'_6" T-04" <br />4'-84" <br />2'-6" <br />FILLED CELL <br />L_ 4— <br />PROVIDE 1 Y2" RECESS <br />SINK WI DISP <br />�r - - - - <br />- - <br />I <br />STUB UP TO S3 <br />_ <br />FOR SGD. REFER TO <br />MASON'S SLOPE FOR <br />I WIDTH <br />I <br />I d'W' <br />I L 1 <br />_ _ <br />I I <br />TD <br />j ISLAND <br />W H <br />to <br />2ND FLOOR <br />FOR A/C <br />T <br />o <br />d <br />■ <br />STEPS AS <br />REQUIRED <br />■ <br />I b - <br />- - <br />- - <br />iv <br />— — <br />— — — — — <br />� <br />M <br />PER FIELD <br />CONDITIONS <br />I - - - _ <br />I � - <br />.��'.'..L'.'r�� <br />`" <br />2 0 <br />■ <br />19'-54,. <br />7,_04" <br />�15'-6" <br />6'-0" <br />I INDICATES FILLED CELL w/ 3000 PSI <br />I KITCHEN °I <br />�� <br />/ / / / / <br />�/' <br />/ �I� <br />r <br />PROVIDE %"x9%z" <br />RECESS FOR FRT. DOOR <br />Nt <br />M <br />� <br />�r <br />i� <br />CONC. GROUT FROM FT. TO BEAM <br />ISLAND LOW ZIP <br />_ /' �' /'/' <br />/ <br />_ <br />1/8":1'-0" <br />I <br />Eh <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />WALLS 00 <br />/ / / /'� / <br />TOP OF CONC./ PAVER TO BE 4" <br />SLOPE <br />I TYP @ ALL PLACES SHOWN <br />/ / �' // /' <br />BELOW FIN. FLR. <br />C° <br />HOOKED FTG. DOWELS 5" EMBED <br />"GRADE <br />■ <br />. <br />iIII <br />iv <br />S3 <br />W/ 25" EXT. ABOVE SLAB 40 <br />STEEL} <br />3'20'-44' T-7-' <br />272 <br />'44" ■ <br />it <br />—L <br />TYP@2 STORY <br />CV <br />S <br />O <br />I <br />)°S <br />2'-6° x 2'6" x V- <br />� <br />W/ (3) #5's E.W. <br />2-6" x 2-6" x 1'-0" <br />_J <br />EoEvv <br />W <br />GG <br />GG <br />S3 I <br />J TYP @ 2 <br />inIII <br />0 <br />I S3 <br />S6 STORY <br />�' ' / <br />/� I ' / HVAC CHASE10'-0" <br />I . ■ <br />BASEDDLOCATION <br />ONco <br />I <br />I <br />I <br />AC PAD AC PAD <br />— — — — — — — — — <br />— — — — — <br />....... <br />— <br />..... <br />-1- — <br />....... <br />— — —I� <br />— <br />— <br />— — — — — — — <br />ih <br />H.B. TYP @ 2 STOR <br />S6 <br />6'-4" <br />2'-6" x 2-6" x 1'-0" <br />W/ (3) #5's E.W. <br />FOUNDATION PLAN - 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 />7 . • - L J <br />Ci <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-0" <br />♦° <br />#5 CONTINUOUS <br />'#: j, ♦ ,.' I <br />i. <br />REINF. SEE FND. FOR <br />♦_ <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />♦ ♦ <br />BAR ONE FOR EA. <br />.ITS <br />HORIZ. REBAR, TYP. <br />r.Yfi <br />U.N.O. <br />`£' ♦ <br />Alternate: <br />"�zz �' <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 />C <br />01) <br />�+ <br />Q <br />re <br />W <br />cm <br />- C CO G.� N <br />4. <br />C 0. <br />� O i <br />CD a r ar <br />3 <br />3 M <br />u CU <br />H C1 '.CT <br />C <br />CD- U <br />C.� <br />•ate <br />N <br />O <br />N <br />ti <br />N <br />0 <br />y"A3d1,}i6't3Ait <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 Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />aI <br />41 <br />V <br />O U N <br />m <br />w m m <br />0) J <br />J <br />cn <br />01 <br />Ni <br />Q <br />13 (� <br />fnr-�-0 w w <br />�Mv I' w a a <br />C J LL a. co Ur- <br />J LL q Z <br />0 O <br />_' <br />�°+j <br />L N V 0 � - <br />sw� o <br />�(6 <br />W <br />ILW <br />IL <br />CV (O m � Q <br />t` m <br />rn�pjO7 w <br />0o <br />Z <br />N Cl)Z O 7 <br />❑❑❑ <br />z N M <br />o g <br />z to <br />N <br />oI <br />IS <br />to � <br />-1 <br />z a <br />QD o <br />LL <br />T <br />W <br />—� <br />O <br />,^ <br />v <br />'l <br />v ' <br />L u o <br />C N <br />U) <br />cn <br />U <br />LU <br />L <br />N <br />U O y <br />• <br />o <br />M <br />w G <br />Z <br />U- <br />Q E <br />E Ucu <br />w o <br />o° <br />» <br />Z® <br />r00 <br />O C <br />GfB <br />x0 G <br />az <br />00 <br />0 <br />dz <br />.0 L <br />¢ Uo <br />W <br />t/� C <br />C <br />m v <br />J <br />o <br />Za <br />U <br />o <br />m 0 <br />p ¢ <br />Z <br />Q ^ <br />z <br />5 <br />o� <br />o< <br />Qo <br />a° <br />T <br />m <br />�w <br />a= <br />.0 O <br />> <br />LO <br />rn <br />Q <br />c� <br />CL <br />^'�^' <br />L <br />cc <br />:3 <br />0 <br />Nt <br />J <br />O <br />� <br />O <br />Y <br />}, <br />a) <br />co <br />r <br />Q <br />U) <br />U) (Y <br />U I <br />Cc <br />U- N <br />0) <br />Q <br />i <br />� CN <br />LO <br />co00 <br />-- <br />CD It <br />T <br />E <br />c �} <br />V <br />M <br />iri <br />Z <br />W <br />Z <br />E O <br />2m <br />m <br />Q- <br />o <br />U -1 <br />'aw <br />Q p� <br />c <br />JOB <br />NO: <br />23-04656 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />