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Seismic Certificate of Applicable Code I am a State of California licensed structural engineer, civil engineer or architect and certify that the building located at; 801 Civic Center Drive, Santa Ana, CA 92701, was reviewed by me. This certification was either prepared by me or the hulk of work was performed under my direct supervision. I have he ownership Interest In the subject property, A Certificate of Applicable Code may be provided If the entire building was constructed under a penult approved by the local jurisdiction and was designed to meet one of the following requirements: 01998 or subsequent editions of the California Building Code; or, X 9976 or subsequent editions of the Uniform Building Code an the building does not have any one of the enumerated characteristics or conditions listed below: • Unrelnforced masonry elements, whether load -bearing or not; not Including brick veneer; • Precast, prestressed, or past-tensloned structural or architectural elements, except piles; • Flexible diaphragm (e.g„ plywood) -shear well (masonry or concrete) structural system constructed pursuant to editions of the Uniform Building Code prior to the 1997 edition; • Apparent additions, alterations, or repairs to the structural system made without a building permit; • Constructed on a site with a slope with one or more stories partially below grade (taken as 60% or less) for a portion of their exterior; • Soft or weak story, including wood frame structures with cripple walls, or is construction over first -story parking; • Seismic retrofit of the building, whether voluntary or mandated, whether partial or complete; • Repairs following an earthquake; • Welded steel moment frames (WSMF) that oonstltute the primary seismic force -resisting system for the building, and the structure was designed to code requirements preceding those of the 1997 edition of the Uniform Building Code, and the building site has experienced an earthquake of sufficient magnitude and site peak ground motions that inspection is required when any of the conditions of Section 3.2 of FEMA 352 indicate an Investigation of beam -column connections Is warranted; • Visible signs of distress or deterioration of structural or non-structural systems, e.g., excessively cracked and/or spoiling concrete walls or foundations, wood dry rat, etc. Documentation of the selected performance level evaluation will be retained by the proparer and shall be available to Ole State upon request. Name: Firm: Telephone No License No: License Expiration Date: Ryan Bishoff Brandow & Johnston, Inc. 949-962.8510 SC 6250 000117 11/14/2016 Signature Date Comment: Fur a building not qualifying under the above criteria; an Independent Review must be performed. RELPa Opllon 2 30 April 09