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v <br />L0 <br />5 <br />0 <br />O <br />O <br />0 <br />0 <br />C:) <br />I <br />x <br />LO <br />L0 <br />v <br />0 <br />Cr <br />v0 <br />Q <br />0 <br />O <br />J <br />Q <br />O <br />I <br />N <br />Lf <br />L <br />O <br />lu- <br />[Q <br />(VO <br />CL <br />v <br />E <br />r— <br />E <br />0 <br />a <br />c <br />c <br />J <br />In <br />fi <br />0 <br />0 <br />0 <br />c <br />0 <br />UI <br />N <br />V <br />N <br />O <br />•U <br />J <br />N <br />r <br />N <br />0 <br />0 <br />00 <br />r3 <br />0 <br />a <br />N <br />O <br />tV <br />0 <br />00 <br />1-7 <br />0 <br />m <br />v <br />C <br />C <br />a <br />3T-8" 6'-0" <br />71-1$ 5,_23" 6,-0„ 2'_9„ 5'-2" 5'-1 6'-4" 4'-8" 1'4' <br />3' 0" TYP <br />2-6" x 2-6" x 1'-0" <br />A L W/ (3) #5'S E.W. <br />H.Bt S3 S3 <br />I <br />. <br />.......... <br />.... <br />I— r <br />r INDICATES FILLED CELL w/ 3000 <br />PROVIDE /2' x 9 /2' <br />cv <br />EO <br />PSI CONC. GROUT FROM FT. TO <br />BEAM W/ 1 #5 REBAR VERT <br />O <br />RECESS FOR FRT. DOOR <br />SS <br />" SLOPE <br />TOP OF CONC./ PAVER TO BE 4" -3 1 /2" a I <br />in <br />C) <br />STEPS AS <br />REQUIRED <br />( ABOVE SLAB TYP @ ALL <br />o <br />co BELOW FIN. FLR. - V-10" 5'-2" <br />-0" '- " 3'-8" 2'-4" 6'-0" <br />PER FIELD <br />0'-0" 1 PLACES SHOWN HOOKED FTG. <br />I DOWELS 5" EMBED W/ 25" EXT.CONDITIONS <br />CJ ABOVE SLAB "GRADE 40 STEEL" <br />CJ <br />I _ <br />CJ <br />I I - <br />HVACCHASEI AHU I' ���-------+—-------, <br />N <br />TYP <br />iv <br />L <br />S3 <br />c iv <br />I PROVIDE 1 2" RECESS <br />FOR SGD. REFER TO <br />BASED ON I 1 <br />/ 2 #5 REBAR <br />LOCATION : % % > ��W,H / VERTICALS w/ in <br />I. . <br />in <br />rn <br />—3 1 /2" <br />MASON'S SLOPE FOR <br />WIDTH <br />I 32'-84" <br />I <br />�•/ • • • • • • FILLED CELL <br />I I <br />4'-88" . . <br />L <br />37'-52" I 21'-24' <br />r <br />5'-4" T-8" 1 T-8" I <br />:' -31/2" SLOPE <br />4'-0" <br />I G KITCHEN ISLAND <br />S3 LOW WALLS <br />CJ r — — — — — CJ CJ <br />---2,-01 <br />; ; OPT. D IIPpj- <br />:: I I I I <br />I — — I I (— -� I <br />t Jt <br />- <br />o <br />— <br />I............ �— II M� <br />I -- ' <br />— — — — --CJ — — <br />�. I } r <br />1 <br />I�rJ <br />--_ ____—__—_— _ <br />F CHASE TO <br />OPT. Ilr��r�� -- ISLAND <br />2'-6"x2'-6"x1'-01, ; 'I REF. I I I III �� I I III <br />L—D W LJLJ <br />.f 11L===___�� EDGE OFSLA62" J <br />l 1 j — — — — — — I BEYOND WALL S3 <br />o <br />J _ <br />W/ 3-#5 E.W. G CJ : 'I— — — J L`— �L SINK w/ DISP <br />] Ir K <br />� } S3 <br />c'3 <br />S3 I 2' 6" 1 N <br />II \ I <br />o <br />23'-11" 2'-10" 4 14 <br />{L I; <br />`9 <br />(2) #5 REBAR <br />A <br />I I I <br />a l i��� I;: I VERTICALS w/ in <br />01j K FILLED CELL <br />p�l�'1� <br />a I���� I: <br />0S3 S3 <br />80 <br />ao. <br />. . . . . . . . <br />01_01, <br />L_ <br />L— — — — — — — J TI� <br />/- - - - - - - - r <br />................ <br />co <br />oo <br />I ■ <br />' / CJ <br />: 1CJ CJ <br />co <br />3-1/2" MIN 2500 PSI CONC 0'-0" I <br />SLAB OVER 6 MIL VISQUEEN v <br />: <br />VAPOR BARRIER I <br />PSI CONC. SLAB FOR I <br />(3000 : <br />AC PAD <br />i 1 CO <br />• I 1 li 1 <br />/ I] IJ =,N <br />HERNANDO COUNTY ONLY) <br />.. I <br />o� <br />VERIFY METER H.B. <br />S3 LOCATION WITH 3 -0 <br />BUILDER <br />15-0" <br />T-2" It 5'-2" 6-0" 6'-0" T-O" T-10" 4'-0" T-10" 4'-8" 4'-8" 5'-2" <br />59'-4" <br />FOUNDATION PLAN MONO - <br />ELEV-Al <br />SCALE: %4"=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 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 />a z <br />w <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />•�= <br />#5 CONTINUOUS <br />;,•' <br />',_ <br />REINF. SEE FND. FOR <br />QUANTITY <br />X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />., <br />HORIZ. REBAR, TYP. <br />, .. ... <br />'. <br />U.N.O. <br />;• ;, , �•, ; <br />;e ,'; <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 />!V <br />- o <br />Iam <br />eMo 0 <br />G W <br />Y G , <br />U <br />cov <br />a , <br />�= c� <br />v, Q <br />>- <br />INA <br />' <br />o <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 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 />H <br />W d E <br />8 <br />o <br />�00aC�. <br />Q= c0 N r <br />In fA <br />tQ r` 0 n ak <br />N O U <br />Lu <br />— d o- Y <br />13 <br />iJLLLt.. <br />Z m c n. <br />Y 9 o <br />42 <br />�_ C) <br />W ��°j°' m Luu <br />LL Z N z ¢ J <br />Z N OU < C <br />W I] ❑ <br />04 M <br />z N o <br />o <br />N <br />z o � <br />J — <br />d � <br />t• <br />N <br />N z <br />`o <br />CD <br />ri--r <br />� <br />U <br />0 c g <br />r Q N <br />tie <br />f� 1— N <br />U <br />,., <br />o�•, <br />� J <br />8 <br />t <br />U o <br />Q <br />N m <br />ro <br />W <br />co <br />wa <br />o <br />z <br />Z <br />LL- <br />E <br />W <br />o° <br />ry <br />a� <br />14N <br />cKi <br />fl <br />E <br />Za <br />❑a <br />2 0 <br />U <br />a� <br />U O <br />o1 <br />O U <br />E, E: <br />C4 <br />i <br />a0 <br />wo <br /><a <br />a � <br />xw <br />r6 <br />CO C <br />Y <br />m� <br />o <br />Oz <br />N J <br />1N <br />CIO�w <br />m <br />Zz <br />go <br />Q <br />S< <br />LL <br />a <br />nw <br />oz <br />�3 <br />o <br />J� <br />ea <br />_ <br />o <br />O <br />N <br />a <br />d <br />°3 <br />2 C:)a <br />> <br />LO <br />LO <br />R <br />ICU <br />F— <br />i <br />CID O co <br />O <br />O <br />J <br />r <br />YcaCN <br />T <br />m <br />/� ' <br />L / <br />a� <br />a N <br />�± <br />0 <br />0 <br />o' <br />N <br />C) o <br />M <br />LO <br />r <br />LO � <br />r <br />E <br />c CM <br />Z <br />m <br />Z <br />:3iii <br />E O <br />Ecc <br />U 0 Q <br />J <br />JOB <br />NO: 22-09410 <br />SCALE : AS NOTED <br />SHEET NO. <br />6 <br />°�t LU <br />