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Final Structural Report <br />PROJECT NUMBER: AE230325 | PROJECT NAME: CPT HARBOR ANA <br />ACROS ENERGY | acrosenergy.com | 512.663.9058 | info@acrosenergy.com 3 / 23 <br /> <br />1. Introduction <br />Acros Energy was retained by Powerflex to assess CPT Harbor Ana building located at 2721 S Harbor Blvd, <br />Santa Ana, CA, 92704 for addition of photovoltaic (PV) solar arrays to its roof. <br />The building is a one-story steel and wood framed structure which appears to have been built in 2000. <br />The roof framing consists of 2x4 wood purlins spanning 8 ft to open web steel joists, which in turn are <br />supported by open web steel girders. The building has a 4-ply built up roofing supported by ½-inch OSB <br />sheathing deck. <br />The scope of this report includes the assessment of the roof framing of the above referenced building for <br />PV addition. <br /> <br />2. Applicable Local Codes <br />The analysis was performed based on the local building code design requirements. The performed design <br />checks satisfy the requirements of the 2022 California Building Code, as published by the California <br />Building Standards Commission, which references the following: <br />2021 International Building Code <br />Minimum Design Loads for Buildings and Other Structures, ASCE 7-16 <br />Specifications for Structural Steel Buildings, ANSI/AISC 360-16 <br />Standard Specifications for Steel Joists and Joist Girders, SJI 100-20, 45th Edition <br />ANSI/AWC NDS-2018 National Design Specification (NDS) for Wood Construction <br /> <br />Per the local building code, the snow load and live load are as follows: <br />Ground Snow Load 0 psf <br />Minimum Design Roof Snow Load 0 psf <br />Design Roof Snow Load 0 psf <br />Roof Live Load 20 psf (Reducible) <br /> <br />Note that these design criteria are only to be used for the evaluation of the existing structure and should <br />not be used for the design of the racking system. The racking designer and/or manufacturer is responsible <br />for determining the site-specific criteria and design loads per the requirements of the local jurisdiction. <br />