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DATE: 8/23/2023 COMPANY: Mid-Cities EngineeringSTRUCALC BUILD: StruCalc Pro DESIGNED BY: Mid Cities EngineersCUSTOMER: MID-Cities Engineering REVIEWED BY: Mid Cities EngineersPROJ. ADDRESS: 9744 Maple St Suite 101Bellflower, CA 90706 <br />PROJECT SUMMARY <br />Project Name: 24-107 1311 N TOWNER ST. SANTA ANA CA 92706 (5-9-24) <br />Governing Codes:Building Code: 2021 International Building CodeASCE: ASCE 7-16Steel: AISC 360-16Concrete: ACI 318-19Masonry: TMS 402/602-16 <br />Page 1 <br />2021 International Building Code ASDPROJECT: 24-107 1311 N TOWNER ST. SANTA AN... <br />Module Location: (CJ1) 2X6 #2 @ 16" O.CModule Level: Roof <br />Module Type: Roof Beam <br />Material Type: Solid Sawn Douglas Fir-Larch No. 2 <br />Member Dimensions: (1) 1.5 in. X 5.5 in. X 14.67 ft <br />Section Adequacy:1.11% <br />Controlling Factor: Deflection Y <br />Module Location: (H1) 4X4 #1Module Level: Roof <br />Module Type: Roof Beam <br />Material Type: Solid Sawn Douglas Fir-Larch No. 1 <br />Member Dimensions: (1) 3.5 in. X 3.5 in. X 4 ft <br />Section Adequacy:7.07% <br />Controlling Factor: Bending Stress Y <br />Module Location: (H2) 4X4 #1Module Level: Roof <br />Module Type: Roof Beam <br />Material Type: Solid Sawn Douglas Fir-Larch No. 1 <br />Member Dimensions: (1) 3.5 in. X 3.5 in. X 2.67 ft <br />Section Adequacy:39.44% <br />Controlling Factor: Bending Stress Y <br />Module Location: (H) 2-2X4 #2 (SPAN <6 FT)Module Level: Roof <br />Module Type: Floor Beam <br />Material Type: Solid Sawn Douglas Fir-Larch No. 2 <br />Member Dimensions: (2) 1.5 in. X 3.5 in. X 6 ft <br />Section Adequacy:80.12% <br />Controlling Factor: Bending Stress Y <br />Module Location: (RR1) 2X6 #2 @ 16" O.CModule Level: Roof <br />Module Type: Roof Rafter <br />Material Type: Solid Sawn Douglas Fir-Larch No. 2 <br />Member Dimensions: (1) 1.5 in. X 5.5 in. X 12 ft @ 16 in. Spacing <br />Section Adequacy:7.83% <br />Controlling Factor: Deflection Y <br />Module Location: (H) 4X4 #1 (SPAN >6 FT)Module Level: Roof <br />Module Type: Floor Beam <br />Material Type: Solid Sawn Douglas Fir-Larch No. 1 <br />Member Dimensions: (1) 3.5 in. X 3.5 in. X 10 ft <br />Section Adequacy:30.58% <br />Controlling Factor: Deflection Y <br />Module Location: (B1) 4X8 #1Module Level: Roof <br />Module Type: Roof Beam <br />1311 N Towner St <br />9/24/2024