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HomeMy WebLinkAboutFile Documents.234 W Francis St.0118-2020-BRES (81) SEE NOTES #1 PLANS D Eviiimai sit) �-i— L112/23/2o22 .Y BaOMPLINCE plate, see plan HSS see plan justinh S© 1 1/2" non-shrink grout 1 1 r'i ( C \ - I 17., , - � - _ °4 d a doa a Thicken slab down to pad \ co\ P r a 2,0„ #5 @ 12" EW / See Plan - Thickened Slab w/ Steel Column @ Pad 3/4 = 1 -0 —'�ya00 L/OF,III RECEIVED %, -5-% , :ci 7: 0 i �' : 45610 TA 12/19/2022 044 . f. .••,. ASPEN 4ttl�`,••....•• BUILDING DEPARTMENT vvv".� 8.25.22 RE G RESOU 234 W. Francis St. Structural Details E N G I N E E R RCE I N G GROUP Project Number 2968 RFI#66 reginc.com•970.349.1216 Consulting Engineers Engineered By Hannah Maloy Mechanical•Structural•Energy Reviewed By Dodson Harper, PE efficiency I sustainability I simplicity 234 W. Francis St. Aspen, CO Z) please recycle these drawings