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Li I — <br />pn <br />cc <br />C14 <br />L0 <br />LO <br />Q <br />Zi <br />GO <br />L0 <br />CIO <br />W) <br />C14 <br />1 <br />c'. <br />r <br />E <br />E <br />0 <br />c_;, <br />0. <br />-2 <br />LZ <br />LY3 <br />M <br />3--0" <br />IW 1 11 D 1: <br />VERIFY LOCATION (2) #5 REBAR <br />L -J 11 J.. <br />C14 <br />2'-6- <br />ELECTRICAL PANEL VERTICALS wl in <br />L <br />C� <br />JL-- -J" - <br />-,r 7`CCN <br />FILLED CELL <br />S3 <br />18-4- <br />0.1 101-01, LO <br />T-8-- to S3 <br />20'-7', <br />Sw <br />SLOPE <br />i Cl/87":V-0' <br />BUILDER TO PROVIDE <br />�b <br />80 <br />97 04' <br />9 <br />771-7 <br />APPLIANCE PROTECTION <br />HEN REQUIRED PER FBC <br />11 <br />PROVIDE 1 Y2" RECESS 46 <br />7 <br />I SLOPE 96.91' <br />97.08' <br />x _ <br />3- x <br />FOR SGD. REFER TO <br />/7 <br />iCONC. <br />MASON'S SLOPE FOR 2 STORY OPT III <br />REF <br />A <br />I PATIO <br />WIDTH <br />Ci <br />Ci <br />9 <br />TYP @ 1 <br />2 STORY <br />I <br />STORY <br />2'-6" x 2'-6" x l'-O" 11 7-6" x 2'-6" x l'-O"— <br />t**'J� <br />LO <br />W/ (3) #5's E.W. I W/ (3) #5's E.W. <br />A I <br />18--542" <br />r <br />tc-c-,\ <br />I.. �3 <br />I.. �3 <br />-TF <br />.. ........ <br />CHASE TO <br />P-W-II I <br />7 <br />ISI AND I I <br />I <br />3-1/2" MIN 3000 PSI CONC, SLAB FOR KITCHEN <br />HERNANDO COUNTY ONLY ISLAND LOW 1 <br />7 <br />7 <br />3-1/2" MIN 2500 PSI CONC SLAB OVER 6 <br />co <br />WALLS 11 110 <br />-110 <br />(2) #5 REBAR <br />MIL VISQUEEN VAPOR BARRIER 1 <br />VERTICALS w/ <br />A <br />11, 1 <br />rc <br />�3 <br />cc in FILLED CELL <br />RS3 <br />r <br />Sim. 0 <br />-CJ <br />STE <br />9 <br />co <br />— — — — — — — — <br />Z-6- x 2'-6" x 1 --0" <br />I I I I I I I <br />2'-6" x 2'-6" x V-0.1 <br />A I 1A I I I I"T-. 1. 1. 1. 1. 1. 1. 1. 1. 1. it. 1. 1. 1. 1. 1. 1. 1-1 <br />W/ (3) #5'S E.W <br />W/ (3) #5's E.W. <br />21'-6" 8'-5" <br />3'- 10" <br />TOP OF CONC./ <br />2STORY 119 7. O� <br />46PEx <br />L <br />I PAVER TO BE 4" <br />I'j BELOW FIN. FLR i iq v - -n?, <br />�z <br />S3 <br />(D <br />2'-6" x Z-13" x 1'-0" <br />T <br />W/ (3) #5's E.W. <br />22'-10" V-21"j.5' V-8" 1, <br />18'-4" <br />I., �3 <br />5--99,a" 3'-0" 2'-8" 64" <br />TYP. <br />t 18'-10" <br />........ <br />1 PROVIDE Y2" K <br />x 9 y2" <br />ull�l <br />CY) <br />.......... <br />INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT. TO BEAM W/ <br />(1) #5 REBAR VERT ABOVE SLAB TYP <br />W.C. -I <br />I <br />RECESS <br />FOR FIRT. <br />DOOR ...... <br />@ ALL PLACES SHOWN HOOKED FTG. <br />TO <br />.3. <br />DOWELS 5" EMBED W/ 2.5" EXT. ABOVE <br />STUB UP <br />2ND FLOOR <br />SLAB "GRADE 40 STEEL" <br />FOR A/C I i PLUMBING Lo <br />-J Ci <br />cl . ) <br />HVAC CHASE <br />LINE Td <br />SECOND- <br />SHOWER FLOOR: <br />Cl) <br />.3 <br />BASED ON <br />LOCATION <br />C� <br />o? <br />(S <br />I\S6 <br />TYP @ <br />TYP @ Ce) <br />2 STORY <br />2STORY <br />A <br />20'- 10' <br />&D <br />51 -01, <br />LAV. LAV. <br />IL <br />AD Zo <br />PAD <br />L <br />............... <br />Z <br />;o <br />H.B. <br />TYP @ 1 <br />STORY <br />FOOTING T 2 - <br />4'-5g" 1 1, <br />4) <br />TYP @ 2 STORY <br />3,-57a" L 2,-6k L 6- <br />4- <br />FOUNDATION PLAN MONO — ELEV—B1 <br />SCALE: Y4"=V-0" <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "I"' 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 />VVVVF PLACED IN 1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />0 LA <br />REINF. SEE PLAN. FOUNDATI NP N <br />LU <br />4 x LU <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />#5 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.C. <br />**Alternate: <br />zl;Z 1� —1 <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 />vow <br />-411'" <br />cc <br />C= <br />E- C= <br />V� C-4 <br />V� C= CU <br />CU <br />C., 4=1 <br />ZE <br />3r. CU <br />Cj <br />X0 /* <br />eo W/,v <br />--j o -1 <br />W <br />W <br />-F <br />7/z 'YOFES <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 seat is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />E 8 cj <br />8 <br />0 <br />C <br />05 r-- LL W w <br />_j 7� 'W". � e & <br />u- <br />u- z <br />z <br />13 <br />to OS <br />W <br />,,.c"O, —'0, 00 <br />mrac�- cow< <br />W <br />z <br />C) W <br />Z� zo 0 <br />V) <br />z <br />04 <br />< W t- <br />(5 C-) 000 <br />co <br />M <br />< <br />Ln <br />�R <br />LL <br />4., <br />U <br />LU <br />0 <br />V) <br />LU <br />LIJ <br />2 8 <br />Cn <br />Co I <br />cl� <br />C".1 <br />z <br />2 <br />z <br />< <br />__j <br />U- <br />C6 E <br />W.- <br />< a <br />CL 8 <br />E <br />.- <br />�O <br />< <br />t <br />'o <br />Uj <br />M <br />< <br />z <br />z <br />z <br />02 <br />Z' <br />no <br />W <br />C/.) <br />< <br />z <br />H <br />CS <br />< <br />o <br />0 <br />> <br />LO <br />L0 <br />(a <br />CD <br />F- <br />CID <br />CY) <br />j <br />:) <br />a C.? <br />CY) <br />U) <br />CN <br />M <br />4-J <br />0 <br />U) <br />Cf) co <br />4� <br />0*) <br />ca C'4 <br />LL C) <br />C:) <br />C`4 <br />c1r) <br />F4 <br />Cf) -1 <br />C.0 Nt <br />E <br />cc <br />T— <br />cr) <br />0 <br />z <br />z <br />E <br />E <br />0 <br />JOB <br />NO <br />22-12365 <br />SCALE : <br />AS NOTED <br />SHEEr NO. <br />6.0 <br />