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Structural <br />Engineering & Design Inc. <br />CITY OF SANTA ANA <br />Planning and Building Agency <br />Approved <br />FOR PERMIT ISSUANCE <br />By: NIHAL Project: THE DOT PRINTER RKojast4;4,0421-7 <br />Data <br />1) The analyses herein conforms to the requirements of the: <br />2022 CBC Section 2209 <br />ANSI MH 16.1-2012 Specifications for the Design of Industrial 5tee/ Storage Racks '2012 RMI Rack Design Manual" <br />ASCE 7-16, 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 Feld welding allowed other than those supervised by a licensed deputy inspector. <br />Date: <br />5) The existing slab on grade is 5" thick with minimum 2500 psi compressive strength. Allowable Soil bearing capacity is 500 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 />R <br />Fk <br />R"t Vlew-, Down Ab:� <br />f LranaftwhA Rama <br />Ckbrm <br />Q nrxz <br />Lie ate and <br />Ark -horn <br />—J.. ' <br />d!Dn Ai Cron Ais}e <br />(Trans%--rse '1 Frame <br />frl <br />Dam <br />Eg--40ml <br />&ate <br />TYPE 1 rvd Page � Of)'- 10/15/2025 <br />