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<br />PROJECT SimonMed Santa Ana Chiller Relocation <br />JOB NO. 2024-0137 DATE 9/5/2024 <br />CLIENT Soaring Eight BY KS PAGE NO. 1 <br /> <br /> <br />Project Description: <br />The project consists of adding a new mechanical yard to house the new chiller which will service the MRI <br />(not in scope). The yard consists of a wood-slatted fence constructed with HSS steel tube posts and rails. <br />The foundation for the fence will be a mat slab except for the west fence posts which will be anchored at <br />the top of existing concrete wall footings. <br /> <br />Project Location: 1401 Tustin Ave., Ste. #170, Santa Ana , CA 92705 <br /> <br />Design Criteria: <br />Building Type: Risk Category: II <br /> <br />Design Codes: 2022 California Building Code (2021 IBC) <br />ASCE 7-16: Minimum Design Loads for Buildings and Other Structures <br />ACI 318-19: Building Code Requirements for Structural Concrete <br />AISC 360-16: Specification for Structural Steel Buildings <br />AISC 341-16: Seismic Provisions for Structural Steel Buildings <br />AISI S100-16 w/ S2-20: North American Specification for the Design of Cold-Formed Steel <br />Structural Members <br />AISI S240-20: North American Standard for Cold-Formed Steel Structural <br />Framing <br />AISI S400-20: North American Standard for <br /> <br />Wind Criteria: 94 mph, Exposure C GCpi = ±0.18 (Enclosed Structure) <br />Seismic Criteria: Site Class: D SS = 1.304 S1 = 0.6465 SDS = 1.043 <br /> Seismic Design Category: D I = 1.00 Ip = 1.5 <br /> <br /> <br />Foundation Criteria: <br /> <br />Allowable Bearing Pressures: D 1500 psf <br /> D + L 1500 psf <br /> D + L + 0.7E 1500 psf <br /> <br />Material Specifications: <br /> <br />Concrete: (Cement ASTM C-150) W/C Ratio <br />Slab-on-grade: f’c = 3500 psi 0.45 <br /> <br />Structural Steel: <br />HSS (rectangular): ASTM A500-C (50 ksi) <br />Angle: ASTM A572 (50 ksi) <br />Plate: ASTM A572 (50 ksi) <br /> <br /> <br /> <br /> <br />1