2731 3%4 N Grand Ave WCC01 - Plan

Home Browse Search

Site ID & FA Code: SICA001904 & 10087182 Page: 2 PTN: 3551A1F84J Date: May 14, 2025 Address: 2731 North Grand Designed By: V.A. Santa Ana, CA 92705 Checked By: R.K BC Architects Engineers, PLC 5661 Columbia Pike, Suite 200, Falls Church, VA 22041-2868 Tel (703) 671-6000 Fax (703) 671-6300 Member Capacity Summary: Component Peak Usage Result Face Horizontal 75.2% Pass Standoff Horizontal 35.7% Pass Mount Pipes 36.0% Pass Bracing Pipes 21.8% Pass Note: Capacities up to 105% are considered acceptable based on analysis methods used. Assumptions & Considerations: This analysis considers only the theoretical capacity of structural components, and it is not a condition assessment of the mount or its attachments. The validity of the analysis is dependent on the accuracy of structural information supplied by others. If any provided information is revised after completion of this analysis, BC should be notified immediately to revise results. 1) Wind forces are considered from 360° in relation to the mounting system and applied at 30° increments using load combination factors in accordance with TIA-222-H section 2.6.11.2. 2) Antenna azimuths are considered perpendicular to antenna mount face unless a variation exists greater than 30°. 3) Appurtenance EPA’s are derived using TIA-222-H section 2.6.11.1. 4) Seismic forces are applied using load combination factors in accordance with TIA-222-H section 2.7. 5) All appurtenance dimensions and weights are accurate as supplied, as stated in the calculations. If no data is available, appurtenance physical characteristics are based off manufacturer specifications. 6) Upon identical mounting systems, the most critical sector has been analyzed. 7) TIA-222-H is considered to take precedent over all listed state and local building codes, unless otherwise stated.