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7/19/2024 <br /> Sheet A.2 <br />Prepared by PB <br />Checked by AY <br />Target T0286- Santa Ana – Final Report PPE-05184.03 <br />A.3. Sub-Purlins <br />A.3.1. 2x4 @ 16” o.c. <br />Span: 8’-0” <br />Joist Spacing: 1’-4” <br />Proposed Load: 19.5 psf – 5 psf (wood framing) = 14.5 psf * 1.33’ = 19.28 plf <br />Sub-purlin self-weight account for in the software <br />In accordance with the ANSI/AF&PA NDS-2018 using the LRFD method <br />Tedds calculation version 1.7.10 <br />Applied loading <br />Beam loads <br /> Dead self weight of beam ´ 1 <br /> Dead full UDL 19 lb/ft <br />Load combinations <br />1330 E Seventeenth <br />St4/10/2025