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Be am ID: GT-33 G. Truss @ M AU1 Truss De signe d by Othe rs <br />Applie d Loads: <br />Load_Roof 52.5PLF =3 x (15+20)/2 @ 0' to 16.25' <br />POINT supp#1 of Beam 30 @ 7.25ft, (D=275 Lr=118) <br />SELF WEIGHT 30PLF From 0' to 16.25' <br /> Point Load Location <br />Re actions:Supp. #1 Supp. #2 <br />Down (D+Lr+L/Max. Load Comb.)512/512 1221/1221 <br />Up (D+Lr+L/Max. Load Comb.)0/0 0/0 <br />vG23.06.30 <br />: <br />: <br />: <br />: <br />Com pany CORE STRUCTURE, INC. <br />Project Tom's Jr <br />Job No.23033 <br />Plan <br />: <br />: <br />: <br />: <br />Designed <br />Checked <br />Date 08/16/2024 <br />Client 0 <br />TIC Structure Design 2023 <br />23 <br />1430 E Edinger Ave <br />3/27/2025