NEW OFFICE BUILDING PROJECT MEN OF STEEL DESIGN TEAM: AUSTIN EMERICK, JOHN TAYLOR, DEVIN STEED, PARKER WATSON SPONSOR: GARRETT DAVIS AND DEREK PECK, TAMARACK GROVE ENGINEERING ACADEMIC ADVISORS: DR. RICHARD NIELSEN AND DR. AHMED IBRAHIM, UNIVERSITY OF IDAHO
BACKGROUND
GRAVITY MEMBER SIZES
• Tristate General Contractors were wanting to expand their operations to Kapolei, Hawaii, with the addition of a new office building.
• Warehouse Section Roof Joists: 22K5
• Office Building Layout
• Warehouse Section Columns: HSS6x6x1/2
• 23,815 Square Ft. • Finished Office Space • Storage Mezzanine • Large Open Warehouse Area
• Warehouse Section Joist Girders: 32G8N9K
• Mezzanine Roof Joists: 14K1 • Mezzanine Roof Girders: W14x61, W14x43 • 2nd Floor Joists: 20K4 • 2nd Floor Joist Girder: 24G8N9K • Office Section Columns: HSS6x6x1/2
• Warehouse Footing: 10’x10’x2’
• In Accordance with ASCE 7 – 10 and IBC 2012
• Rebar: #5 @ 12in spacing, top and bottom
• Roof
• Office Footing :7’-6”x7’-6”x2’
• Live Load: 20 PSF
• Rebar: #5 @ 12in spacing, top and bottom
• Dead Load: 15 PSF
• Continuous Footing
• Floor
• Interior Wall: 1’
• Live Load: 125 PSF (Light Storage) • Misc. Dead Load: 10 PSF • Lateral
• Seismic Load: Top Story Force of 63 Kips • Wind Load: 20.1 PSF
FOUNDATION DESIGN • Column Sizing
DESIGN PARAMETERS
• Mezzanine Dead Load: 30 PSF
ROOF FRAMING PLAN
• Rebar: #5 @ 12in spacing Graphic Provided by Tamarack Grove Engineering
SHEAR WALL DESIGN
• Exterior Wall: 2’ • Rebar: #5 @ 12in spacing
• 8 in thick grouted CMU blocks • Rebar: #4 bars 24in O.C in both vertical and horizontal directions
2023 Capstone Project