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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: Fast Signs Project#;24-0917-16 <br /> Design Data <br /> 1)The analyses herein conforms to the requirements of the: <br /> 2021 IBC Section 2209 <br /> ANSI MH 16.1-2012 SpeciFcations for the Design oflndustrial Steel Storage Racks '2012 RMI Rack Design Manual" <br /> ASC57-16, section 15.5.3 <br /> 2)Transverse braced frame steel conforms to ASTM A570,Gr.55, with minimum strength, Fy=55 ksl <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, All 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 /> A Cbbnan <br /> Beam <br /> BaamS�t2� r�-n <br /> tbnr staa Dagoral <br /> Brace= =� <br /> Fsawe <br /> Heght Beam <br /> M Epadng Base Plate and <br /> Ll t T <br /> Nrej <br /> 6eama #i sht <br /> Length <br /> f4 Me <br /> �pthl <br /> Front View.Dw n Able <br /> ann.A s Cixs eILomtudinah Frame (Trswrse �Fr3me type a 56ect-fa9t 5ign5.x15 Page of C 3 9/1 6/2024 <br />