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Executive Summary <br />• Existing building is feasible for PV solar system. <br />• Reserved capacity and maximum allowable deck loads for the existing roof: <br /> Reserved Capacity = <br /> Maximum system weight = <br /> Deck Downward = (controlled by 2x4 purlin for point load spaced at 4.0 ft o.c.) <br /> Assuming using U-Anchor 2400/2600 with 8-#14 fasteners and w/ PanelClaw racking system with U-bracket <br /> Uplift = <br /> Shear = <br />0 (in a 2.0' wide strip X 6.5' long spans, point loads spaced at 3.0' and 3.7' o.c.) <br /> Assuming using OMG PowerGrip Plus with 8-#14 fasteners and w/ PanelClaw racking system with U-bracket <br /> Uplift = <br /> Shear = <br />0 <br /> Assuming using Facet with 8-#14 fasteners and w/ PanelClaw racking system with U-bracket <br /> Uplift = <br /> Shear = <br />Notes: <br />Existing Structure <br />Target T0286 - Santa Ana - Final Report <br />The original structure is Target T0286 - Santa Ana building located at N Grand Ave & 17th St, Santa Ana, CA <br />92705. The referenced building is a one story wood frame structure, which was built circa 1966. The <br />approximate total area is 107370 square feet. Typical roof construction consists of 1/2 Plywood Deck (assumed) <br />supported by wood joists spaced at 1'-4" o.c., supported by wood purlins spaced at 8'-0" o.c. Purlins are <br />supported by girders spaced at 30' o.c. <br />350.0 lb <br />335 lb <br />200 lb <br />PPE-05184.03 <br />7/19/2024 <br />A (PV) Solar Array is proposed to be installed with modules mounted to a ballasted (and/or mechanically attached) <br />racking system and supported on the rooftop of the subject building. Pure Power has performed a structural analysis <br />and determined the following: <br />320.0 lb <br />Sheet 1.1 <br />Prepared by PB <br />315 lb <br />224,084 lb <br />Checked by AY <br />6.0 psf <br />• The allowable deck loads will be dependent on the racking system used. At the time of the writing of this <br />report, this information was not available. The allowable deck loads are subject to change upon receiving this <br />information. <br />•PPE has reviewed the racking package produced by PanelClaw dated 07/06/2024 and verified conformance to <br />the structural loading limitations presented in this report. All allowable capacities listed above are based on <br />min. 0.5" penertration in existing plywood sheathing. <br />450 lb <br />200 lb <br />333 lb <br />1330 E Seventeenth <br />St4/10/2025