303 third st, cambridge, ma brian tufts structures option advisor: dr. ali memari 4/14/08
TRANSCRIPT
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303 Third St, 303 Third St, Cambridge, MACambridge, MA
Brian TuftsStructures Option
Advisor: Dr. Ali Memari4/14/08
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Architecture OverviewArchitecture Overview• Urban setting near M.I.T.
• Must appeal to affluence• Technology area
• Contrast of materials • Terra-cotta • Metal paneling
• Creates it’s own world with U footprint and green space centrally located• 3 levels of parking below grade• Retail on the ground level• Apartments start on the ground floor
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Building ProgrammingBuilding Programming• Total Building Area:
830,000 SF• Residential Area:
595,000 SF• Retail Area: 8,000 SF• Parking: 215,000 SF• North Building Area:
327,000 SF• North Building:
• 292 Units • 41 Studio 650 SF EA• 136 1 Bed 850 SF EA• 103 2 Bed 1200 SF EA• 12 3 Bed 1550 SF EA
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Overview of Building SystemsOverview of Building Systems• Structural
• Composite steel framing• 3 ¼ LWC on 3” 16 ga composite metal floor deck
• Electrical• 2 primary power distribution boards• (2) 300 kVA transformers provide 120/208V to panels• Backup power via 750 kW generator
• Mechanical• 2 cooling towers each for north and south buildingtotaling ~150,000 CFM per building• 5 water cooled AC units service lobby and fitness areas• 14 rooftop air conditioning units service corridors• 4 boilers totaling 23,300 MBH
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Thesis ObjectivesThesis Objectives• Evaluate an alternative floor framing system using open-web steel joists
• Compare seismic performance• Reduce lateral framing• Reduce gravity columns• Check vibration performance• Explore fireproofing issues• Compare cost savings
• Mechanical Breadth – Building Envelope Efficiency• Check envelope performance with Massachusetts Energy Code• Propose 2 pane window to increase envelope performance• Compare cost of two systems and energy performance
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Massachusetts State Building Massachusetts State Building Code Sixth EditionCode Sixth Edition
Based on Building Officials and Code Administrators National Building Code – BOCA 1993
Key differences from ASCE 7◦ Wind – The reference wind velocity for each wind load zone
is the “fastest-mile” wind velocity, in miles per hour, at 30 feet about the ground Pv = 90 mph for Cambridge, MA Reference wind pressure for Exposure C = 31 psf Resulting story shear is less conservative than BOCA
◦ Seismic - Equivalent Lateral Frame Method – BOCA R = 5.0 for Concentrically Braced Frames R = 4.5 for Ordinary Moment Frames Effective peak acceleration: Av = Aa = 0.12g for all of
Massachusetts Ct = 0.20
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Typical Composite Steel FramingTypical Composite Steel Framing
• Beam Spacing: 12.5’ (Typ) with 18’-1” span• Girders typically span 25’
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Typical Bay FramingTypical Bay Framing
Typical Bay – Composite SteelTypical Bay – Steel Joists
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Lateral Frames Along Line ELateral Frames Along Line E
Composite Steel Steel Joists
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Lateral System & Gravity Column Lateral System & Gravity Column ComparisonComparison
Cost: $3500/Ton for steel and erection in Boston, MA
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Typical Bay ComparisonTypical Bay Comparison
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Ceiling SectionsCeiling Sections
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FireproofingFireproofing
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VibrationVibration• Analyzed the typical bay for walking excitation and a future office occupancy
• Typical joist is 12K1• Typical girder is VLH24
• Δj = 0.186 in• Δg = 0.266 in
• fn = 5.263 Hz• a0/g = 0.003 < 0.005
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Depth Study SummaryDepth Study Summary• Open-web steel joists would save initial costs in column steel and lateral framing members.
• Steel joists are also cheaper to frame than composite steel framing.
• Vibration is not an issue for this application of steel joists as the typical bay is more than adequate for walking excitation.
• If the 12’ floor-floor height is adequate, alternate fireproofing detail would alleviate issues related to the application of cementitious fireproofing.
• Open-web steel joists are a viable alternate framing system for 303 Third Street.
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Mechanical Breadth Study – Mechanical Breadth Study – Building EnvelopeBuilding Envelope
Typical Wall Sections
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Wall U-ValuesWall U-Values
Calculated using the ASHRAE Handbook of Fundamentals
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Energy Compliance CheckEnergy Compliance Check
Specified walls and ¼” clear float glass fail energy compliance check by 30%
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Proposed Two Pane WindowProposed Two Pane Window• Increase building envelope efficiency by 14%
•Cost roughly $45/SF including framing and installation, compared to $35/SF for single pane windows
Image courtesy of http://www.energystar.gov
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ConclusionsConclusions• Open-web steel joists are a viable alternative floor framing system
• Two pane glass may be necessary to meet minimum energy code and result in a 14% increase in envelope performance for 303 Third Street
• Increased envelope performance will help obtain LEED points under the Optimize Energy Performance section of the LEED Reference Guide
• A decrease in window area and an increase in wall insulation will increase envelope performance, but has architectural and apartment rent ability implications.
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ThanksThanks• McNamara/Salvia Inc. Consulting Engineers - Boston, MA
• Mark Aho, P.E.• John Matuszewski, P.E.• Adam McCarthy, P.E.• Robert McNamara, P.E., S.E.• Joseph Salvia, P.E.
• William Waterston, AIA - Wiss, Janney, Elstner Associates, Inc. – Cambridge, MA• Hank Klein - Extell Development Company –Boston, MA• Andrew Copelotti - Equity Residential –Boston, MA• Mark Pasciuto - Bovis Lend Lease LMB, Inc.– Boston, MA• Woth Ngan - Bovis Lend Lease LMB, Inc.– Boston, MA• Martin Turnbull – AHA Consulting Engineers – Lexington, MA
•The AE Department
•Friends and Family who supported me while preparing this thesis
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Questions?Questions?