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HomeMy WebLinkAbout3116 NW Radcliff Way sht 53'0" + LANAI ADDITI N d- r• i I I I I 'I O1 I I I .I I I -I I i . I• t SOI I 0 I 1 (3000 PSI. CONCRETE) 4" THICK CONC. SLAB WITH 6" X 6" 10/10 WWF. WITH CHAIRS TO LOCATE MESH IN TOP HALF OF SLAB i OVER VAPOR BARRIER ON CLEAN, COMPACTED, TERMITE [ TREATED SOIL (2500 PS,F. SOIL) [ O I I i I I I I R 12'8" + EDGE OF EXISTING FOOTER #5 BAR DOWELED AND EPDXIED INTO EXISTING FOOTER AT 4' O.C. 18" ICE I MAKER 26" BEV. ,I COOLER INK EXIST. V.TR, TO REMAIN EXISTING 3"VTR. I i � I I 2" RE -VENT I \ref I I I i NEW WC, I 3" LINE I EXISTING 4" C.O. �I I 2" LINE SINK EXIST. W.C. 5'1" 4"PVC. LINE NOTE: TOP EXISTING SLAB 4" TO MATCH EXISTING FFI. W.C. -- _ I SINK 1/4" = 19.0" NEW EXTERIOR TANKLESS GAS WATER HEATERS 15'0" Qa IF-- - - - - - - - - - - - - - - - i O - - - I o 5 DRYER NEW LOCATION--:�- I I' IF +WASHER I © IL - _ I O6 A EXISTING POURED �- F.F.E. O'-O" CELL TO REMAIN VERIFY FFE. WITH SURVEYOR, I I i (3000 PS1. CONCRETE) 4" THICK CONC. SLAB WITH 6" X 6" 10/10 W.WF WITH CHAIRS TO LOCATE MESH IN TOP HALF OF SLAB #5 BAR DOWELED AND EPDXIED I OVER VAPOR BARRIER ON CLEAN, COMPACTED, TERMITE INTO EXISTING FOOTER AT 4' O.C. I TREATED SOIL (2500 PSF. SOIL) I ° NEW I o i co SINK 81 i © I AO EXISTING POURED I _ I CELL TO REMAIN c I rn I — ----- — — — — -- - — — —� ® 8" X 8" X 16" CONCRETE BLOCK WALL CONCRETE BLOCK CELL WITH (1) #5 DOWEL BAR WITH 10" HOOK TIED TO FOOTER STEEL STEEL. PROVIDE CLEAN OUT AT TOP OF SLAB. ® FOOTING TYPE & SIZE (ID.) INDICATOR - - - - INSIDE OF FOOTER CONTROL JOINT c0 HOSE BIBB 30" MIN, OUTSIDE ONLY CORNER BAR OVERLAP INSIDE BARS TO ' OVERLAP EACH OTHER AND TO BE TIED W/ #3 TIE AT JUNCTION [:l4 2'8" I. 190 0" I. 3'4" FOUNDATION GENERAL NOTES * BOTTOM OF ALL FOOTERS MUST BE MINIMUM 12" BELOW FINISH GRADE * THE OUTER BAR OF ALL EXTERIOR LOAD BEARING FOOTERS SHALL BE CONTINUOUS AROUND CORNERS OR BY BENDING BAR WITH MINIMUM 30" LAP EACH DIRECTION * ALL FOOTER BARS SHALL HAVE MINIMUM 3" CONCRETE COVER WHERE THE CONCRETE IS CAST AGAINST THE EARTH OR 1 1/2" WHERE THE CONCRETE IS FORMED AND EXPOSED TO EITHER THE WEATHER OR EARTH * BLOCK OUT 1 1/2" AT ALL EXTERIOR SWINGING DOORS * DEPRESS SLAB AS REQUIRED FOR SHOWERS, FLOOR FINISHES, ETC. * NOTE: MINIMUM SOIL BEARING PRESSURE = 2500 P.S.F. FOOTING I.D. FOOTING SIZE REBAR FOOTING TYPE A 18" W. X 18" D. (3) #5 BARS MONOLITHIC B 8" W. X 8" D. (1) #5 BARS MONOLITHIC Digitally signed Joe by Joe McCarty Date: McCarty 2021.12.10 10:28:49 -05'00' EXISTING SLAB INDICATES WHERE SLAB WAS CUT EXISTING SLAB POUR 4" THICK CONC. SLAB OVER VAPOR BARRIER ON WELL COMPACTED SOIL #5 DOWEL HOOKED TO FOOTER STEEL & TIED TO #5 VERTICAL STEEL AS PER PLAN 8" X 31/3" CONCRETE CURB WITH (1) #5 BAR 18" X 18" MONOLITHIC FOOTER WITH (3) #5 BARS CONTINUOUS. O 0 i ■_ Iil�[i]U (Iil r v • Irri • 'l: U —III) � i1v ■ C.� I• n �wo� <C�O a Cn E <t z o C- .w o U =v nry wa� W cO ZD Cn 0 V) r) 0 DRAWN BY R.C. DATE 8 DEC 2021 NS