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Structural <br /> i' <br /> II 9 <br /> En ineerin & Design Inc. <br /> 9 9 <br /> II <br /> H 1815 Wright Ave L@ Verne. A 9175OIeL 909,526,1351 Fax• 902.596,7186 <br /> is <br /> By; NIHAL Project: NORTHWEST PUMP Project# <br /> Design Data <br /> 1)The analyses herein conforms to the requirements of the: <br /> 2021 IBC Section 2209 <br /> j 2022 CBC Section 2209 <br /> ANSI MH 16.1-2012 Specifications for the Design of Industrial Steel Storage Racks'2012 RMI Rack Design Manual" <br /> ASCE7--16,section 15.5.3 <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.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 5"thick with minimum 2500 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 Cs rn <br /> - HWImMA <br /> Beam to i <br /> Cbnra,,tw Dia4pnal <br /> Ram <br /> F itt Beam <br /> IL <br /> am FIai <br /> LeNth <br /> Ran e <br /> Runt View:Down Alsl- Depth <br /> (LcrcAp"Franve Sedlon Fag Gxass.A <br /> (T ransmrse )Rarx.� <br /> "TYPE A Page 3 of 7/2/2024 <br />