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A B C <br />1 <br />2 <br />3 <br />4 <br />D <br />FOUNDATION <br />PLAN <br />KITCHEN REMODEL <br />2431 BONNIE BRAE <br />SANTA ANA, CA, 92706 <br />25-1021 <br />6/2/2025 <br />1/4" = 1'-0" <br />S102 <br />Jeffrey Schaefer, P.E. <br />(562) 850-1223 <br />License Number - C91734 <br />Expiration Date - Dec 31, 2026 <br />3325 E 4th St. <br />Long Beach, CA 90814 <br />N <br />OUTLINE OF FIRST <br />FLOOR WALLS <br />4 <br />S104 <br />EXISTING BASEMENT <br />CONCRETE RETAINING WALL <br />EXISTING BASEMENT <br />CONCRETE RETAINING WALL <br />EXISTING PERIMETER STEM <br />WALL AND FOOTING <br />EXISTING PERIMETER STEM <br />WALL AND FOOTING <br />EXISTING PERIMETER STEM <br />WALL AND FOOTING <br />EXISTING PERIMETER STEM <br />WALL AND FOOTING <br />EXISTING PERIMETER STEM <br />WALL AND FOOTING <br />CRAWL <br />SPACE <br />CRAWL <br />SPACE <br />CRAWL <br />SPACE <br />CRAWL <br />SPACE <br />CRAWL <br />SPACE <br />CRAWL <br />SPACE <br />UNFINISHED <br />BASEMENT <br />(E <br />) <br /> <br />2 <br />X <br />6 <br /> <br />F <br />J <br /> <br />@ <br /> <br />1 <br />6 <br />" <br />O. <br />C <br />. <br /> <br />T <br />O <br /> <br />R <br />E <br />M <br />A <br />I <br />N <br />(E) 2X6 FJ @ 16" <br />O.C. TO REMAIN <br />(E <br />) <br /> <br />2 <br />X <br />6 <br /> <br />F <br />J <br /> <br />@ <br /> <br />1 <br />6 <br />" <br />O. <br />C <br />. <br /> <br />T <br />O <br /> <br />R <br />E <br />M <br />A <br />I <br />N <br />(E <br />) <br /> <br />2 <br />X <br />6 <br /> <br />F <br />J <br /> <br />@ <br /> <br />1 <br />6 <br />" <br />O. <br />C <br />. <br /> <br />T <br />O <br /> <br />R <br />E <br />M <br />A <br />I <br />N <br />(E) 2X6 FJ @ 16" <br />O.C. TO REMAIN (E) 4X6 FB <br />(E) 4X6 FB <br />(E) 4X6 FB <br />(E) 4X6 FB <br />(E <br />) <br /> <br />4 <br />X <br />6 <br /> <br />F <br />B <br />(E <br />) <br /> <br />4 <br />X <br />6 <br /> <br />F <br />B <br />4x8 DF NO.2 TRANSFER FLOOR BEAM TO <br />SUPPORT POST FROM CEILING/ROOF <br />BEAM ABOVE (SEE DETAIL 5/S104) <br />4X6 POST FROM ABOVE. POST TO <br />CONTINUE TO BEAM. CONNECT USING <br />INVERTED SIMPSON CC46 COLUMN CAP <br />4 <br />S104 <br />(N)18X18X18 CONCRETE PIER. F'C MIN = 2,500 PSI. <br />REINFORCE WITH (3) #4 REBAR EACH WAY AT <br />BOTTOM OF FOOTING, , REFERENCE POST FOOTING <br />NORTH IN STRUCTURAL CALCULATIONS <br />EXISTING 24"x24" CONCRETE PAD <br />SUPPORTING EXISTING 4X6 POST TO <br />REMAIN (SEE DETAIL 6/S104), REFERENCE <br />POST FOOTING SOUTH IN STRUCTURAL <br />CALCULATIONS