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}- I I I- I1— _ III 1 ' I I l- I 11 I I'' -I <br />C" <br />-v, <br />a <br />00 <br />cV <br />Ln <br />v <br />V) <br />N <br />Q <br />0 <br />J <br />,d- <br />CD <br />I <br />A <br />Q <br />00 <br />W <br />N <br />2 <br />cn_ <br />0 <br />0 <br />O <br />0 <br />J <br />7t <br />0 <br />I <br />Lr7 <br />v <br />cn <br />C) <br />rn <br />0 <br />3 <br />a <br />i <br />a <br />E <br />N <br />0 <br />L <br />O <br />C <br />yN <br />LZ <br />N <br />0 <br />CS <br />V <br />0 <br />a <br />U <br />i <br />I <br />Y <br />i <br />c <br />0 <br />0 <br />0 <br />_N <br />LZ <br />a> <br />co <br />co <br />O <br />O <br />d <br />N <br />0 <br />N <br />0 <br />00 <br />Jj <br />Q <br />m <br />0 <br />0 <br />v <br />O) <br />M <br />®E <br />O N <br />iD <br />0 <br />M <br />Q <br />_ T• <br />58'-0" <br />27'-0" 29'-0" 2'_0" <br />1-STORY 2-STORY <br />FOOTING FOOTING <br />4'-11" 2'-22" Z-51" 4' 6" 4'-8" 3'-10" 4'-5" 4'-0" T-4" 3'-4" 6'-0" 4'-0" 4'-0" 4'4" <br />TYP @ 1 2' 6" x 2'- s' E.W. O J TYP @ 2 <br />S3 STORY S6 STORY <br />H.B. t <br />--------------------I— r. —.�. <br />+- <br />ro PT._RE F� — -- -- I -------- I <br />3-1/2" MIN 3000 PSI CONC. SLAB FOR <br />I HERNANDO COUNTY ONLY r :: 23' 3g" �' ■ <br />— ■' - - - - - MIN 2500 PSI CONC SLAB OVER 6 0O <br />MIL VISQUEEN VAPOR BARRIER <br />HVAC CHASE_ <br />BASED ON } - - _ - _ _ I 1 0'-0" <br />- <br />LOCATION <br />■ - - - - _ I D.W. 11 + 1 ...... <br />r,-r <br />— <br />4'-0" - <br />-III <br />CJ CJ �„- _ _ _C I I 1 ` li } AHU C J <br />i11 r �Iro _ _ L_ 1I 1 <br />—STUB UP TO I <br />2ND FLOOR <br />KITCHEN I CHASE TO -� - :., FOR A/C — J ■ <br />_ - - - ■: PROVIDE 1 %2' RECESS ISLAND LOW �� I -- ISLAND <br />--------- -7 T'c1" 1 ■ ■ _ FOR SGD. REFER TO WALLS-- <br />r- I MASON'S SLOPE FOR <br />E 1 /8":1'-0" I WIDTH 0'-0" 10'-42 . 2'-: <br />, 31" 3-4- _ _ 9' 9$„ I.. : ■ -4" <br />SLOPE - --� 1/8":1 <br />6,-0 <br />4' M 2'-6" x Z-" x V-0" TOP OF CONC.I PAVER TO BE 4" <br />S3) W/ (3) #5's E.W. i 1. BELOW FIN. FLR. SLOPE <br />L 2T 24"" - 7 -74 19 "-22 - I 2'-0' 2' C <br />[PPROVI DE Y2" x 9 Yz" I co <br />RECESS FOR FRT. DOOR J <br />- c <br />■ .......................... ............. ...... <br />' Ci <br />Ci <br />I <br />GG —; <br />-INDICATES FILLED CELL w/ 3000 PSI G I S3 I 0(2) #5 REBAR <br />CONC. GROUT FROM FT. TO BEAM W/ S3 - <br />(1) #5 REBAR VERT ABOVE SLAB TYP :: I I W/O UPLIFT VERTICALS w/ in �- <br />DOWELS EMBED W/5'@ ALL PLACES SHOWN EXT HOOKED FTG. I } i _ j - <br />FILLED CELL — <br />ABOVE SLAB "GRADE 40 STEEL" } I �� i I OP-Tjl - I 00 I <br />I { I W _ + PLUMBING LINE <br />TO SECOND SLOPE <br />eA i I r _ - FLOOR I / I - -3 1 /2"' <br />OPT. L__ <br />TYP @1 I 1fL-� \:. I <br />STORY ( • • L — — — — - -- - - - - - — — - <br />- - - -I— 1....._.-: - <br />,F _ y\ _ C)G J <br />CJ \��" dl CJ tb / GG I: N <br />15' 64" 4" 5a" i 5, S3 I : <br />K <br />ih t`IN. S3 <br />O .. 00 <br />: 2 STORY 21'-22 <br />�v - <br />1574' 6'-3Z" <br />• }I r= _ - �-� : (2) #5 REBAR I <br />1 lr 1 _ 1 `, VERTICALS w/ in <br />I i t - I I' �VERIFY LOCATION <br />I / FILLED CELL —� <br />— — — {1 J — ELECTRICAL ANEL <br />— — — — — — — — <br />-� — L _I — <br />1 8" L 5'-58" <br />A TYP @ 1 <br />S3 / STORY <br />6-6$" <br />27-0" <br />L 2'-6" x 2-6" x V-0" <br />W/ (3) #5's E.W. <br />6'-0" V-4" 4'-8" <br />1-STORY 2 -STORY <br />FOOTING FOOTING <br />58'-0" <br />J TYP @ 2 VE IFY METER <br />S6 STORY LO ATION WITH <br />BUILDER <br />l <br />4'-0" <br />P. <br />15'-0" <br />4-4- <br />2' <br />N <br />2'-6" x 2-6" x 1'-0" <br />W/ (3) #5's E.W. <br />(TYP. OF 2) <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 />- w z <br />w <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />I, <br />a ;; <br />#5 CONTINUOUS <br />+a <br />la \'1 <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />q <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 />c� <br />J <br />'Y1 <br />cam—, <br />® m � <br />.L <br />N U p J <br />7 P cL <br />3 a, .n <br />ca as u w <br />p <br />c E <br />co 0 <br />J <br />0 <br />�1 <br />r- <br />vt <br />rf <br />_ Q <br />< <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineer's <br />signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />�Jz„S W <br />IT E <br />V <br />oN o C <br />N <br />MQ a LL <br />Q <br />N <br />52252 J C -1 5 U;-Lu <br />o <br />uj <br />04 <br />C W <br />W <br />r- o ^� <br />Z <br />°,0° N M Z J <br />N <br />V' <br />z <br />O U °d ou <br />o a <br />U' <br />Z ry m <br />z <br />Nal <br />Tom•• <br />(� <br />in <br />a p <br />U <br />0 <br />LL s <br />_0N <br />C_ <br />U <br />w <br />e' <br />c d) <br />Q <br />�0 <br />N O <br />III <br />C::,w <br />M <br />N <br />E <br />E <br />�• <br />E ] <br />w <br />oa <br />a <br />F@� <br />CL <br />�a°a <br />�L1 <br />Z <br />; <br />N 0 <br />L <br />¢aq oo <br />Q p <br />z <br />m <br />� <br />z <br />O <br />z <br />>y <br />Q� <br />LLB_ <br />z O <br />z <br />W <br />Qo <br />�� <br />�N� <br />z <br />U . <br />CD <br />� <br />Zia <br />a <br />U Z <br />> Lo <br />L / rA' <br />Q <br />C:) <br />Co <br />= <br />C) <br />J <br />f"r T <br />r' <br />T <br />V U <br />� � <br />c <br />N <br />�T/•� <br />W <br />m <br />LO <br />}, <br />O <br />2 <br />C� I <br />-� <br />C7 04 <br />0) <br />00 <br />00 <br />LO <br />00 <br />CN <br />Q <br />rn N <br />u <br />r <br />M N <br />o <br />N <br />j <br />N 0 <br />Z <br />Z <br />E O <br />N <br />a <br />E • • <br />0 � <br />'v 15 <br />Q o <br />C <br />JOB <br />NO: <br />22-09414 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6.0 <br />