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CITY OF SANTA ANA <br />Planning and Building Agency <br />QTY. MARK <br />2 CU-1-11 1-2 <br />MAKE I MODEL <br />DAIKIN I RXYQ168AAYDB <br />WEIGHT I Lf <br />761 LBS 423/» <br />NOTES:1. HORIZONTAL &VERTICAL SEISMIC CAPACITY: 375 LBS <br />2. UNIT ON GRADE. <br />3 <br />1Y" <br />2 <br />OPER. HC <br />2 <br />03; <br />28%" <br />------- Y <br />4 <br />4Y �%4 <br />5/"0 THRD. ROD <br />NEOPRENE <br />WASHER <br />-17 <br />Deferred Approval <br />These documents (drawings, specifications, or calculations) have been <br />prepared by other design professionals or consultants who are licensed <br />and/or authorized to prepare such documents in California. These <br />documents have been examined by JAMA for design intent and have been <br />found to meet the appropriate structural requirements and the project <br />specifications. <br />RV rlawrence <br />nATF 12/20/2025 <br />JOHN A. MARTIN & ASSOCIATES, INC. <br />STRUCTURAL ENGINEERS <br />950 S. Grand Ave., Fourth Floor, Los Angeles, CA 90015 <br />Design Load Review <br />Reviewed for design loads only as they affect the primary structure. Not <br />responsible for design, dimensions or quality of material <br />RV rlawrence <br />nATF 12/20/2025 <br />JOHN A. MARTIN & ASSOCIATES, INC. <br />STRUCTURAL ENGINEERS <br />950 S. Grand Ave., Fourth Floor, Los Angeles, CA 90015 <br />MOUNT # SIZE DURO DEFL LOAD <br />1 thru 4 50D %" 230 LBi <br />proved <br />ruh <br />MIT ISSUANCE <br />0 <br />I Bf <br />4 <br />ISO. LAYOUT & LOCATION <br />'16"0 HOLE (2) PLACES <br />USE %11 <br />0 STAINLESS STEEL HILTI KB-TZ2 ANCHORS IN MIN. <br />3000 PSI NW CONCRETE W/ 2Y" MIN. NOMINAL EMBED., 3" <br />MIN. EDGE DISTANCE AND 4" MIN. CONCRETE THICKNESS. <br />INSTALL WITH SPECIAL INSPECTION PER THE I CC ESR- 4266. <br />�TYP. STEEL SUPPORT <br />� JOB NAME: SANTA ANA MEMORIAL PARK AQUATICS CENTER <br />M. W. SAUSSE & CO., INC. OUST: WEST -TECH MECHANICAL <br />28744 WITHERSPOON PKWY, VALENCIA, CA 91355 <br />PHONE: (661) 257-3311 FAX: (661) 257-7673 OUST. P.O. <br />MECH. ENGR. : <br />i reoeo FF-EQ-3 - - <br />„ilbl? en �� ��� ���� cu'rihol sv�ten,s MARK: CU 1 1, 1-2 <br />T <br />STEEL PLATE <br />(6))X YX Y16))) <br />RIBBED NEOPRENE PAD <br />REVISIONS: <br />A: REV TO ITEM (3/4/2025) JA <br />C: <br />[a <br />f Fr <br />- _ -e6g`J <br />3/4/2025 <br />DRN : JA <br />DATE: <br />Master ID <br />Date: <br />ENG : JA <br />11 /18/2024 <br />DRAWING NO.: <br />FIP26681 -S8076-3A <br />