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3 <br />B <br />A <br />2 5142.2 <br />S-1.0 <br />FO <br />U <br />N <br />D <br />A <br />T <br />I <br />O <br />N <br /> <br />P <br />L <br />A <br />N <br />XXX1:XXXXXXXXXXAAABBB <br />Project Name <br />Rev.Desciption Date <br />Drawing Title <br />Project ID <br />D A T E <br />Drawing No. <br />35-24 <br />80 <br />0 <br /> <br />N <br /> <br />T <br />U <br />S <br />T <br />I <br />N <br /> <br />S <br />T <br />. <br />, <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />5 <br />UM <br />I <br />H <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />R-0 07-01-2024 <br />R-1 10-28-2024 <br />9980 Indiana Avenue ● Suite 14 ● Riverside ● California ● 92503 ● Phone (951) 688-5400 ● Fax (951) 688-5200 <br />5714 West 96th Street ● Los Angeles ● California ● 90045 ● Phone (310) 590-6699 <br /> <br /> <br /> <br />November 5, 2024 <br />Project No.: 24264-01 <br /> <br />United Medical Imaging Healthcare <br />800 North Tustin Street <br />Unit H <br />Santa Ana, California 92705 <br /> <br />SUBJECT: Foundation Plan Review <br />800 North Tustin Street <br />Unit H <br />Santa Ana, California 92705 <br /> <br />REFERENCE: FA Structural Engineering, UMIH Satna Ana, 800 North Tustin Street, Unit H, Santa Ana, <br />Foundation Plan, Sheet S-1.0 Dated October 28, 2024 and Foundation Details Sheet S-2.0 <br />Dated July 1, 2024, Project No. 35-24. <br /> <br /> <br /> <br />As requested by you, this letter presents the results of our review of the above-referenced foundation plan <br />and details. <br /> <br />The subject site is an existing one story commercial building built sometime in 1977 and based on the provided <br />plan, the building is supported on shallow foundation and slab on grade. The proposed improvement is <br />located on the south side, inside Unit H of the building. The proposed improvement is a lightly loaded <br />continuous footing and concrete slab to fill the cutout gap. The details show the slab is doweled into the <br />footing. <br /> <br />The proposed footing as shown on the plan is 24 inches deep. This depth of footing is applicable for the <br />anticipated light loads. <br /> <br />Should you have any questions, please do not hesitate to call this office. <br /> <br />Submitted for GeoMat Testing Laboratories, Inc. <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />Haytham Nabilsi, GE 2375 <br />Project Engineer <br />haytham@geomatlabs.com <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> GeoMat Testing Laboratories, Inc <br />Geotechnical Engineering/ Material Testing <br />www.geomatlabs.com <br />info@geomatlabs.com <br /> <br />di <br />g <br />i <br />t <br />a <br />l <br /> <br />s <br />t <br />a <br />m <br />p <br /> <br />a <br />n <br />d <br /> <br />s <br />i <br />g <br />n <br />a <br />t <br />u <br />r <br />e <br />, <br /> <br />d <br />a <br />t <br />e <br /> <br />1 <br />1 <br />- <br />1 <br />3 <br />- <br />2 <br />0 <br />2 <br />4 <br />800 N Tustin Ave Unit <br />#H1/23/2025