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, Structural <br /> Engineering & Design Inc. <br /> 1815 Wright Ave La Verne, CA 91750 Tel: 909.596.1351 Fax: 909.596.7186 <br /> By: Bob S Project: Terra Power Project•#:240325-11 <br /> Design Data <br /> 1)The analyses herein conforms to the requirements of the: <br /> 2021 IBC Section 2209 <br /> 2022 CBC Section 2209 <br /> ANSI MH-16;1=2012 Speclflcations for the Design of-Industrial Steel Storage Racks'2012 RMI-Rack Design Manual --- - - ---- <br /> ASCE7-16,section 15.5.9 <br /> 2)Transverse braced frame steel conforms to ASTM A570,Gr.55,with minimum strength,Fy=55 ksi <br /> Longitudinal frame beam and connector steel conforms to ASTM A570,Gr.55,with minimum yield,Fy=55 ksi <br /> All other steel conforms to ASTM A36,Gr. 36 with minimum yield,Fy=36 ksi <br /> 3)Anchor bolts shall be provided by Installer per ICC reference on plans and calculations herein. <br /> 4)All welds shall conform to AWS procedures,utilizing E70xx electrodes or similar.Ali such welds shall be performed <br /> in shop,with no field welding allowed other than those supervised by a licensed deputy inspector. <br /> 5)The existing slab on grade is 6"thick with minimum 4000 psi compressive strength.Allowable Soil bearing capacity is 750 psf. <br /> The design of the existing slab is by others. <br /> 6)Load combinations for rack components correspond to 2012 RMI Section 2.1 for ASD level load criteria <br /> Definition of Components <br /> Clem <br /> al-brace <br /> antal <br /> sec <br /> /7— <br /> Emit to alum <br /> ' tor 01,12ainal <br /> Fxanre� <br /> Beam <br /> Base i eau] <br /> / 144%mA <br /> Beare <br /> 'fit <br /> etepth <br /> Rent.View:Dam Pi.kk <br /> annaitudiriel)Frame <br /> type 2 select-96-Terra.xls Page '3 of (U 3/26/2024 <br />