Laserfiche WebLink
Structural <br />Engineering & Design Inc. <br />CITY OF SANTA ANA <br />Planning and Building Agency <br />Approved <br />FOR PERMIT ISSUANCE <br />By. Bob S Project: Airborne Systems "'W2S 0221-14 <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 Steel 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 field welding allowed other than those supervised by a licensed deputy inspector. <br />5) The existing slab on grade is 4" thick with minimum 8233 psl 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 />7 lufm <br />Beam to GAynm <br />{emsarastw <br />Fra�aae� <br />Helm Beam <br />W-p-,44 <br />spacing Sise Pate and <br />Anc rs; <br />Front View.- Down Xvjl <br />RonvAutfinai# Fr me <br />T <br />ftrA- <br />..,.,,, . <br />Section At Crow AlAe <br />if Transvt rse I F anie <br />or. al <br />Wace <br />uagorsl <br />trace <br />type a 5elect-airborne-revcIA5 Page of 3/G/2025 <br />