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SCALE: <br />SHEET No: <br />DATE: <br />DRAWN BY: <br />DATE SHEET: <br />CONTENT: <br />DATE PROJECT: <br />OWNER: <br />ADDRESS: <br />A.P.N.: <br />TITLE: <br />REVISION DATE <br />DATE PROJECT NO. <br />RESPONSABLE: <br />1 <br />2 <br />3 <br />NOTE: <br />4 <br />5 <br />6 <br />1671 THIRD ST. SUITE 102 <br />NORCO, CA. 92680 <br />PH: (951) 407-1131 <br />CONCRETE <br />WALL FLOOR & <br />ELEVATION <br />PLAN <br />ELVIRA KENNEDY <br />1/4" = 1'-0" <br />A-10 <br />DECEMBER 4, 2024 <br />1702 S. GARNSEY ST. <br />SANTA ANA, CA 92707 <br />013-244-01 <br />(TYPICAL) <br />ALL REBAR SPLICES <br />24" MIN. OVERLAP <br />(TYPICAL) <br />ONLY CELLS AND BOND BEAM <br />COURSES WITH REBAR TO BE GROUTED <br />(DO NOT SOLID GROUT ENTIRE WALL - USE <br />GROUT STOP MESH AS APPROPPRIATE) <br />(TYPICAL) <br />ALL REBAR SHALL HAVE A <br />MINIMUM OF 3" CONCRETE <br />COVER AT FOOTINGS <br />5'-6" <br />12"10" <br />36" <br />(FOOTING WIDTH) <br />#4 HORIZONTAL REBAR <br />(USE BOND BEAM BLOCK) <br />6" OR 8" BLOCK <br />#4 HORIZONTAL AT 32" MAX. O.C. <br />(USE BOND BEAM BLOCK) <br />LOCATE REBAR IN CENTER OF CELL <br />FINISH GRADE <br />(1) - #4 REBAR <br />CONTINUOS <br />REVERSE <br />DIRECTION OF <br />HOOK ON EVERY <br />OTHER REBAR <br />IRMA DE LA TORRE <br />CAMERON DE LA TORRE <br />3 <br />A-10 <br />1 <br />A-10 <br />A-10 <br />2 <br />A-10 <br />4 <br />RIGHT ELEVATION1 RIGHT ELEVATION2 <br />RIGHT ELEVATION4RIGHT ELEVATION3 <br />EXISTING 5'-6" <br />BLOCK WALL <br />NEW 5'-6" <br />CONCRETE <br />WALL <br />EXISTING OPENING <br />WITH UPGRADED <br />GATE TO MATCH <br />NEW IRON FENCE <br />OPENING FOR <br />DOUBLE SWING <br />IRON GATE TO <br />MATCH FENCE <br />EXISTING MAIN <br />HOUSE <br />LEGEND <br />EXISTING 5'-6" CONCRETE WALL <br />NEW 5'-6" CONCRETE WALL <br />NEW 3' HEIGHT FOR EXISTING 5'-6" CONCRETE WALL <br />EXISTING BLOCK <br />WALL WITH NEW <br />HEIGHT OF 3'-0" & <br />NEW IRON FENCE <br />17 <br />' <br />- <br />1 <br />1 <br />" <br />20'-7" <br />20 <br />' <br />- <br />0 <br />" <br />3'-0" <br />12"10" <br />36" <br />(FOOTING WIDTH) <br />#4 HORIZONTAL REBAR <br />(USE BOND BEAM BLOCK) <br />6" OR 8" BLOCK <br />#4 HORIZONTAL AT 32" MAX. O.C. <br />(USE BOND BEAM BLOCK) <br />LOCATE REBAR IN CENTER OF CELL <br />FINISH GRADE <br />(1) - #4 REBAR <br />CONTINUOS <br />REVERSE <br />DIRECTION OF <br />HOOK ON EVERY <br />OTHER REBAR <br />TOP VIEW <br />CONCRETE WALL ISOMETRIC5 <br />SECTION DETAIL 5'-6" WALL6 SECTION DETAIL 3' WALL7 <br />A-11 <br />5 <br />A-10 <br />6 <br />A-10 <br />7 <br />A-10 <br />5 <br />A- <br />1 <br />0 <br />5 <br />A- <br />1 <br />0 <br />7 <br />EXISTING <br />MAIN HOUSE <br />EXISTING <br />MAIN HOUSE <br />EXISTING <br />MAIN HOUSE <br />LEGEND <br />EXISTING 5'-6" CONCRETE WALL <br />NEW 5'-6" CONCRETE WALL <br />ALTERED 5'-6" CONCRETE WALL IN TO 3' CONCRETE WALL <br />5' <br />- <br />8 <br />" <br />5' <br />- <br />8 <br />" <br />EXISTING 5'-6" <br />BLOCK WALL <br />EXISTING 5'-6" <br />BLOCK WALL <br />EXISTING 5'-6" <br />BLOCK WALL <br />5' <br />- <br />6 <br />" <br />3' <br />- <br />0 <br />" <br />3' <br />- <br />0 <br />" <br />5' <br />- <br />6 <br />" <br />NEW IRON <br />FENCE <br />NEW IRON <br />GATE <br />NEW IRON <br />FENCE <br />NEW IRON <br />FENCE <br />NEW IRON <br />FENCE <br />7'-5"3'-1"7'-5" <br />5'-7"5'-7"5'-7" <br />1'-0"8" <br />1'-0" <br />8" <br />6' <br />- <br />0 <br />" <br />8' <br />- <br />0 <br />" <br />6' <br />- <br />0 <br />" <br />7' <br />- <br />5 <br />" <br />3' <br />- <br />1 <br />" <br />7' <br />- <br />5 <br />" <br />3' <br />- <br />0 <br />" <br />EXISTING BLOCK <br />WALL WITH NEW <br />HEIGHT OF 3'-0" & <br />NEW IRON FENCE <br />ALTERED <br />BLOCK WALL <br />PROPOSED NEW <br />DETACHED ADU, <br />LEGALIZATION OF WINDOWS <br />& COVERED PATIO, <br />PROPOSED NEW & <br />MODIFICATION TO <br />CONCRETE WALL