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SLAB FOR - <br />_1 I HERNANDO COUNTY ONLY I r00 <br />233 '- " <br />• ■ <br />_ 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 00 <br />MIL VISQUEEN VAPOR BARRIER00 <br />_ rl b, <br />Cl)Cn <br />HVAC CHASE ^ - = _ <br />BASED ON y ' ' - _ _. ~� I C� � r- - - �h95.87 <br />LOCATION ' - <br />C•7 <br />N <br />_� III I I j j <br />III D.W. 11 { { ..... <br />ff: <br />: ; I <br />: ■ <br />rn <br />M <br />4--0" <br />_ <br />_ = _ _ III I e r; I ( 11 I <br />LAY JJ � 1 <br />I T fit` <br />- - - - - - - - _ _ `'� _ �--J - <br />CJ CJ `i' - -_ C'J I� Il `�I I AHU <br />I <br />- - - - - - <br />�C'J <br />' III Ifs-- .• - _ L �►._ <br />ILL JJ ? <br />STUB UP TO <br />;.. 2ND FLOOR <br />io <br />- <br />KITCHEN I rn CHASE TO f <br />PROVIDE 1 ' RECESS ISLAND LOW I <br />Y2 <br />i FOR A/C -J <br />r ■ <br />c <br />■: _ --ISLAND V _ ; <br />`� <br />1/8"1'41 <br />FOR SGD. REFER TO WALLS C _ <br />I MASON'S SLOPE FOR72'-3a"'95.87 <br />WIDTH I'- <br />1 <br />95.54' <br />1 Y-42"-SLOPE ( <br />M 2'-6" 2'-6" 1'-0" <br />I 1/8":1 <br />zo <br />x x <br />S3 <br />TOP OF CONC] PAVER TO BE 4" <br />PE <br />L PE <br />10 <br />L <br />27'-21, W/ (3) #5's E.W. 7,-7d' <br />19'-2z BELOW FIN. FLR. ( 2'-0' 0' <br />N <br />h <br />N <br />a0 <br />S3 <br />PROVIDE %2' x 9 %2' <br />RECESS FOR FRT. DOOR <br />`r <br />M <br />I <br />2'-6" x 2'-6" x 1'-0" <br />- <br />■ . -- -- - <br />_ r <br />W/ (3) #5's E.W. <br />(TYP. OF 2) <br />: ■ <br />-- <br />— CJ — CJ <br />_ ; <br />_ _ _ _ <br />_ <br />.. _ 2'_6" x 2' 6" X 1'-0" -i <br />■ <br />= <br />o <br />`t <br />o <br />r <br />r <br />-1 <br />cY) <br />I I <br />I INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT. TO BEAM W/ I I S3 - <br />GG <br />S3 I ' <br />I:: <br />cc <br />S3 <br />S3 <br />W/ (3) #5's E.W. I <br />(2) #5 REBAR <br />_ <br />(1) #5 REBAR VERT ABOVE SLAB TYP I <br />W/O UPLIFT <br />VERTICALS w/ in <br />' @ ALL PLACES SHOWN HOOKED FTG. . . . . . . . r - - <br />DOWELS 5" EMBED W/ 25" EXT. <br />FILLED CELL <br />ABOVE SLAB "GRADE 40 STEEL" ire\ I OPT - 00 <br />{ j I <br />W _ PLUMBING LINE <br />° <br />0? <br />A <br />S3 <br />( ;r, TO SECOND <br />t 1 r-, t� ' I I FLOOR <br />(.. <br />&95.58' <br />—� <br />SLOPE 95A1' <br />TYP@1 <br />I OPT. D <br />: I I tll ri;: I I <br />STORY <br />j { L J L <br />— CJ : dl _ �j :: GG <br />N <br />CJ <br />I <br />1 4' S3�„:. 5' • S3 <br />: I 5'-61"ry <br />.: <br />K <br />I I <br />:I <br />00 <br />I <br />2 STORY <br />21'-22" <br />t <br />L. <br />o <br />95.87' I <br />' :...... . <br />I j <br />= - - - _ -- <br />I -- - - - - <br />I ; <br />2'_6 <br />(2) #5 REBAR <br />Cl) <br />{ }r 1 <br />I / <br />1 <br />j �� �{ : <br />I :: <br />~ -� <br />�'W.H,VERIFY LOC <br />ELECTRICAL <br />TION <br />ANEL <br />VERTICALS w/ in <br />VERTICALS <br />FILLED CELL I <br />— <br />-------- <br />s <br />— — — — <br />FOUNDATION PLAN — ELEV—Al, <br />SCALE: ,._,..o.. <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 />WVVF 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 />cn � <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-0" <br />#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />•. <br />#5 X 25" X 25" CORNER <br />'r <br />BAR ONE FOR EA. <br />r �_ <br />`S.Y..' <br />HORIZ. REBAR, TYP, <br />45. .Y" <br />.` `a <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 />+r'ry <br />W <br />I� o <br />C <br />Q w� <br />�• uJ <br />ti a cam. r� <br />C. c0 C..) ell <br />,o Q- <br />LJ- <br />= <br />w W CMCD <br />N r <br />e► tea+ <br />cam., <br />ace•`° � <br />40a x' <br />c E <br />L1 U <br />w <br />GV <br />O <br />CV <br />• �'a�' I. Bp <br />O <br />'e m <br />NO rc7s75o <br />4Crr,� <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. Engineer's signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal, <br />w �E <br />O N 8 <br />cp N Off <br />N u-_ <br />N i w <br />w(A <br />N 'I a a <br />6co W <br />Q LL o_ L'7 <br />coU_ L z0 <br />zr <br />� <br />o <br />Wgtirn <br />J <br />z <br />O uJ <br />N co < 0 1 <br />IL O <br />0U ❑�❑ <br />zC <br />W <br />� � <br />Q <br />N <br />m <br />�-J <br />- <br />ca <br />DO <br />w $ <br />� a :9� <br />Vract� <br />i.0 <br />m <br />W <br />Z <br />U- <br />E <br />E <br />wo <br />odv <br />� <br />E <br />Z® <br />O <br />p <br />R <br />o ¢ <br />C <br />ix <br />4-... <br />' p <br />a <br />ov <br />" <br />m0 <br />m w <br />wm <br />< <br />aw <br />W <br />co <br />a <br />m <br />o <br />aF <br />ao <br />v <br />0 <br />o <br />N <br />�Ul) <br />u/ <br />■ <br />u <br />ui <br />�1 <br />Tu <br />Q <br />ca <br />C� <br />VI <br />CID <br />O <br />O <br />Y 4 <br />N <br />a • r <br />m .L <br />�1 , <br />0 fn <br />rn <br />c3� <br />m <br />-0 LL N <br />O <br />00 <br />cle) b <br />to <br />N <br />Q (0 <br />T— <br />iu <br />i <br />(y) It <br />(O <br />o <br />Z <br />ca <br />E N'� N <br />co <br />c <br />a. <br />E Qy <br />" <br />U p <br />JOB <br />NO: 23-00520 <br />SCALE : AS NOTED <br />SHEET NO. <br />6 <br />I � i ..I • . <br />