1901 N Fairview St & Bldg A, B, C, F & 1919 N Fairview St Bldg E - Plan

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Project Name:Samueli Academy-Bldg B Engineer:Elie Sayegh, PE Project No.:1074220072 Date: Racking System Proposed:Panel Claw FR 5 Racking System Type:Ballasted - Hybrid Reserved Capacity: 5.00 psf, maximum allowable dist. Load of PV system (see calc. section C) Max. Allowable Down Load:304 lbs, 118# DL and 310# WL - Combo D + 0.6W (see calc. section D & G) Max. Allowable System Wt:177 kips (see calc. section C) Typical Connection: 8 - #12 screws from racking system to roof sheathing Maximum Anticipated Shear:650 lbs (see calc. section G) Connection Shear Capacity:1510 lbs (see calc. section F) Maximum allowable Uplift:550 lbs (see calc. section G) Connection Uplift Capacity:806 lbs (see calc. section F) Lateral Loads Sections - IEBC & CBC Gravity Loads Sections - IEBC & CBC Live Loads - ASCE7-16 Chapter 4, Section 4.17 Lateral loads resisted by an (E) member or an (E) LFRS may be increased by up to 10% without a need to retrofit/assess the member or system. Gravity loads resisted by an (E) member may be increased by up to 5% without a need to retrofit/assess the member or system. When solar panels/arrays are installed/positioned 24" or less above the surface of the building roof or where proper signing restricting storage/access to below solar panels is present, repurposing the Live Load Capacity for solar Arrays is permissible. 2/16/2024 B. Results Summary, Assumptions & Conditions Solar System Description Client/Owner is planning to install rooftop solar arrays on the project site existing building(s). Summarized below are the maximum loads that may be imposed on the subject structure based on Motive's review of available & collected building data/information Applicable Building Code Excerpts Attachment Capacities (Not Required @ Fully Ballasted Systems) Permissible Array Loads DCR:68% 43%DCR: P-9 1901 N Fairview St & Bldg A, B, C, F & 1919 N Fairview St Bldg E 4/11/2024