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RODRIGUEZ THESIS FINAL PRESENTATION

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RODRIGUEZ THESIS FINAL PRESENTATION Powered By Docstoc
					PRESENTATION OUTLINE
INTRODUCTION, BUILDING STATS, + OVERALL CONCEPT

1   Proposal

2   Design of Chevron and Diagonal Braced Frames
    STRUCTURAL DEPTH STUDY I

3   Ting Wall Façade
    STRUCTURAL DEPTH STUDY II

4   Green Roof
    ENERGY SAVINGS BREATH

5   Cost Analysis
    CONSTRUCTION MANAGEMENT BREATH

CONCLUSIONS, ACKNOWLEDGEMENTS, + QUESTIONS
PRESENTATION OUTLINE                                   BUILDING STATISTICS
INTRODUCTION, BUILDING STATS, + OVERALL CONCEPT


1   Proposal

2   Design of Chevron and Diagonal Braced Frames           Site   East Harlem
    STRUCTURAL DEPTH STUDY I
                                                           Size   148,000 sq. ft.
3   Ting Wall Façade
    STRUCTURAL DEPTH STUDY II                           Stories   8 total
4   Green Roof                                            Cost    not public information
    ENERGY SAVINGS BREATH
                                                   Construction
5   Cost Analysis                                                 July 2009 – August 2011
    CONSTRUCTION MANAGEMENT BREATH                   Functions    school and faculty offices
CONCLUSIONS, ACKNOWLEDGEMENTS, + QUESTIONS
                                                                        ARCHITECTURAL CONCEPT
PRESENTATION OUTLINE
INTRODUCTION, BUILDING STATS, + OVERALL CONCEPT
                                                   “The entrance lobby, conceived as an interior
1   Proposal                                       street, is glazed from floor to ceiling along 119th
                                                   Street to provide a transparent and welcoming
2   Design of Chevron and Diagonal Braced Frames
                                                   appearance from the exterior and to link the
    STRUCTURAL DEPTH STUDY I

3   Ting Wall Façade                               interior of the building to its neighborhood
    STRUCTURAL DEPTH STUDY II                      surroundings.”
4   Green Roof
    ENERGY SAVINGS BREATH
                                                                        -Cooper Robertson & Associates
5   Cost Analysis
    CONSTRUCTION MANAGEMENT BREATH

CONCLUSIONS, ACKNOWLEDGEMENTS, + QUESTIONS
                                                                                                             FACADE
PRESENTATION OUTLINE
INTRODUCTION, BUILDING STATS, + OVERALL CONCEPT
                                                   •Bottom band : two-aided curtain wall with both transparent panels
1   Proposal                                        and spandrel shadow boxes
                                                   •Middle: architectural precast concrete and brick-faced precast
2   Design of Chevron and Diagonal Braced Frames
    STRUCTURAL DEPTH STUDY I
                                                    panel in stack bond pattern
3   Ting Wall Façade
                                                   •Top: four-sided structurally glazed curtain wall and 1”stucco on cmu
    STRUCTURAL DEPTH STUDY II
                                                    substrate
4   Green Roof
    ENERGY SAVINGS BREATH                          • Similarly the South elevation has this same pattern of horizontal
5   Cost Analysis
                                                    bands of varying material
    CONSTRUCTION MANAGEMENT BREATH

CONCLUSIONS, ACKNOWLEDGEMENTS, + QUESTIONS
                                                                                                   GREEN ROOFS
PRESENTATION OUTLINE
INTRODUCTION, BUILDING STATS, + OVERALL CONCEPT    •The School of Social Work building will be
                                                    LEED certified
1   Proposal
                                                   •Green roofs located on the first and second floors
2   Design of Chevron and Diagonal Braced Frames   •These roofs vary from intensive to extensive
    STRUCTURAL DEPTH STUDY I
                                                    green roofs
3   Ting Wall Façade
    STRUCTURAL DEPTH STUDY II

4   Green Roof
    ENERGY SAVINGS BREATH

5   Cost Analysis
    CONSTRUCTION MANAGEMENT BREATH

CONCLUSIONS, ACKNOWLEDGEMENTS, + QUESTIONS
                                                                   EXISTING STRUCTURAL SYSTEM
PRESENTATION OUTLINE
                                                                                                      GRAVITY SYSTEM
INTRODUCTION, BUILDING STATS, + OVERALL CONCEPT

                                                   •Bay sizes vary from 30’x28’, 30’x 28’2”, 30’x31’5” and
1   Proposal
                                                    30’x36’ from north to south respectively
2   Design of Chevron and Diagonal Braced Frames   •All columns in the superstructure are W14s
    STRUCTURAL DEPTH STUDY I
                                                   •There are non-composite beams as well as composite
3   Ting Wall Façade
    STRUCTURAL DEPTH STUDY II                       beams
4   Green Roof                                     • Non-composite beams are found where beam to beam,
    ENERGY SAVINGS BREATH
                                                    and beam to column connections are designed to
5   Cost Analysis
    CONSTRUCTION MANAGEMENT BREATH                  transfer the reaction for a simply supported, uniformly
CONCLUSIONS, ACKNOWLEDGEMENTS, + QUESTIONS          loaded beam
                                                                  EXISTING STRUCTURAL SYSTEM
PRESENTATION OUTLINE
                                                                                LATERAL LOAD RESISTING SYSTEM
INTRODUCTION, BUILDING STATS, + OVERALL CONCEPT
                                                   •The lateral system is made up of braced frames and moment

1   Proposal                                       frames
                                                   •Column splices at four feet above floor level
2   Design of Chevron and Diagonal Braced Frames
    STRUCTURAL DEPTH STUDY I                       •Vertical members attached using moment connections
3   Ting Wall Façade
    STRUCTURAL DEPTH STUDY II

4   Green Roof
    ENERGY SAVINGS BREATH

5   Cost Analysis
    CONSTRUCTION MANAGEMENT BREATH

CONCLUSIONS, ACKNOWLEDGEMENTS, + QUESTIONS
PRESENTATION OUTLINE                                                                                   PROPOSAL
                                                                                                   REASONS AND GOALS
INTRODUCTION, BUILDING STATS, + OVERALL CONCEPT


1   Proposal
                                                   •Disadvantages of existing lateral system
2   Design of Chevron and Diagonal Braced Frames
                                                   •Design building facade for energy efficiency
    STRUCTURAL DEPTH STUDY I
                                                   •Design gravity system for New Facade
3   Ting Wall Façade
    STRUCTURAL DEPTH STUDY II

4   Green Roof
                                                   •Energy efficiency
    ENERGY SAVINGS BREATH

5   Cost Analysis                                  •Reduction in labor cost
    CONSTRUCTION MANAGEMENT BREATH
                                                   •Reduction in erection time
CONCLUSIONS, ACKNOWLEDGEMENTS, + QUESTIONS         •Overall cost savings
PRESENTATION OUTLINE                                                           DESIGN OF CHEVRON AND
                                                                           DIAGONAL BRACED FRAMES
INTRODUCTION, BUILDING STATS, + OVERALL CONCEPT                                     DESIGN GOALS AND ASSUMPTIONS

1   Proposal
                                                   Design Goals
2   Design of Chevron and Diagonal Braced Frames
                                                   •Obtain initial sizes using relative stiffness method
    STRUCTURAL DEPTH STUDY I
                                                   •Use chevron braces for frame at grid 3 and diagonal member for
3   Ting Wall Façade
    STRUCTURAL DEPTH STUDY II
                                                    frame at grid H to maintain symmetry
4   Green Roof
                                                   •Confirm that strength and drift criteria has been satisfied
    ENERGY SAVINGS BREATH
                                                   •Design and detail the typical braced frame connection
5   Cost Analysis
    CONSTRUCTION MANAGEMENT BREATH

CONCLUSIONS, ACKNOWLEDGEMENTS, + QUESTIONS
PRESENTATION OUTLINE                                                             DESIGN OF CHEVRON AND
                                                                             DIAGONAL BRACED FRAMES
INTRODUCTION, BUILDING STATS, + OVERALL CONCEPT                                        DESIGN GOALS AND ASSUMPTIONS

1   Proposal
                                                   Design Assumptions
2   Design of Chevron and Diagonal Braced Frames   •P-delta effects considered
    STRUCTURAL DEPTH STUDY I
                                                   •Girders sizes were kept the same
3   Ting Wall Façade
    STRUCTURAL DEPTH STUDY II                      •Rigid diaphragm action as a result of the metal deck with concrete
4   Green Roof                                      topping
    ENERGY SAVINGS BREATH
                                                   •Diaphragms modeled with added mass value in accordance with
5   Cost Analysis
    CONSTRUCTION MANAGEMENT BREATH                 loading diagrams

CONCLUSIONS, ACKNOWLEDGEMENTS, + QUESTIONS         •Wind and seismic loads were determined according to ASCE 7-05
PRESENTATION OUTLINE                                                              DESIGN OF CHEVRON AND
                                                                              DIAGONAL BRACED FRAMES
INTRODUCTION, BUILDING STATS, + OVERALL CONCEPT                                                             METHODOLOGY

1   Proposal
                                                   1. Apply a looo kip load to an ETABS model to get relative stiffness
2   Design of Chevron and Diagonal Braced Frames
                                                       since the redesigned frame is expected to resist the same
    STRUCTURAL DEPTH STUDY I

3   Ting Wall Façade                                   amount of force as it did previously
    STRUCTURAL DEPTH STUDY II

4   Green Roof
                                                   2. The percentage of the force experienced by each level is then
    ENERGY SAVINGS BREATH

5   Cost Analysis                                      applied to a non-defined member structure on SAP
    CONSTRUCTION MANAGEMENT BREATH

CONCLUSIONS, ACKNOWLEDGEMENTS, + QUESTIONS
PRESENTATION OUTLINE                                                           DESIGN OF CHEVRON AND
                                                                           DIAGONAL BRACED FRAMES
INTRODUCTION, BUILDING STATS, + OVERALL CONCEPT                                                          METHODOLOGY

1   Proposal                                       3. The axial forces are then found on the bracing members and are

2   Design of Chevron and Diagonal Braced Frames       sized accordingly
    STRUCTURAL DEPTH STUDY I

3   Ting Wall Façade
    STRUCTURAL DEPTH STUDY II                      4. The new lateral system is modeled in ETABS. Drift limits are

4   Green Roof                                         checked for the previous controlling wind case; which was 100
    ENERGY SAVINGS BREATH
                                                       percent of the wind in the North/South or East/West direction.
5   Cost Analysis
                                                       Seismic limits are also checked.
    CONSTRUCTION MANAGEMENT BREATH

CONCLUSIONS, ACKNOWLEDGEMENTS, + QUESTIONS
PRESENTATION OUTLINE                                                           DESIGN OF CHEVRON AND
                                                                           DIAGONAL BRACED FRAMES
INTRODUCTION, BUILDING STATS, + OVERALL CONCEPT                                                          METHODOLOGY

1   Proposal                                       3. The axial forces are then found on the bracing members and are

2   Design of Chevron and Diagonal Braced Frames       sized accordingly
    STRUCTURAL DEPTH STUDY I

3   Ting Wall Façade
    STRUCTURAL DEPTH STUDY II                      4. The new lateral system is modeled in ETABS. Drift limits are

4   Green Roof                                         checked for the previous controlling wind case; which was 100
    ENERGY SAVINGS BREATH
                                                       percent of the wind in the North/South or East/West direction.
5   Cost Analysis
                                                       Seismic limits are also checked.
    CONSTRUCTION MANAGEMENT BREATH

CONCLUSIONS, ACKNOWLEDGEMENTS, + QUESTIONS
PRESENTATION OUTLINE                                                            DESIGN OF CHEVRON AND
                                                                            DIAGONAL BRACED FRAMES
INTRODUCTION, BUILDING STATS, + OVERALL CONCEPT                                                             METHODOLOGY
                                                   •Drift values were found to be most significant in the
1   Proposal                                        East/West loading direction of the building
                                                   •None of the Ө-values exceeded 0.10
2   Design of Chevron and Diagonal Braced Frames
    STRUCTURAL DEPTH STUDY I
                                                   •P-delta effects are small enough to be negligible
3   Ting Wall Façade
    STRUCTURAL DEPTH STUDY II

4   Green Roof
    ENERGY SAVINGS BREATH

5   Cost Analysis
    CONSTRUCTION MANAGEMENT BREATH

CONCLUSIONS, ACKNOWLEDGEMENTS, + QUESTIONS
PRESENTATION OUTLINE                                                        DESIGN OF CHEVRON AND
                                                                        DIAGONAL BRACED FRAMES
INTRODUCTION, BUILDING STATS, + OVERALL CONCEPT                                        METHODOLOGY
                                                   5. Redesigned
1   Proposal
                                                   members are
2   Design of Chevron and Diagonal Braced Frames   checked for
    STRUCTURAL DEPTH STUDY I
                                                   strength capacity.
3   Ting Wall Façade
    STRUCTURAL DEPTH STUDY II

4   Green Roof
    ENERGY SAVINGS BREATH

5   Cost Analysis
    CONSTRUCTION MANAGEMENT BREATH

CONCLUSIONS, ACKNOWLEDGEMENTS, + QUESTIONS
PRESENTATION OUTLINE                                   DESIGN OF CHEVRON AND
                                                   DIAGONAL BRACED FRAMES
INTRODUCTION, BUILDING STATS, + OVERALL CONCEPT                    FINAL DESIGN

1   Proposal

2   Design of Chevron and Diagonal Braced Frames
    STRUCTURAL DEPTH STUDY I

3   Ting Wall Façade
    STRUCTURAL DEPTH STUDY II

4   Green Roof
    ENERGY SAVINGS BREATH

5   Cost Analysis
    CONSTRUCTION MANAGEMENT BREATH

CONCLUSIONS, ACKNOWLEDGEMENTS, + QUESTIONS
PRESENTATION OUTLINE                                   DESIGN OF CHEVRON AND
                                                   DIAGONAL BRACED FRAMES
INTRODUCTION, BUILDING STATS, + OVERALL CONCEPT                 CONNECTION DESIGN

1   Proposal

2   Design of Chevron and Diagonal Braced Frames
    STRUCTURAL DEPTH STUDY I

3   Ting Wall Façade
    STRUCTURAL DEPTH STUDY II

4   Green Roof
    ENERGY SAVINGS BREATH
                                                             Uniform Force Method:
5   Cost Analysis
                                                             Special Case 3
    CONSTRUCTION MANAGEMENT BREATH

CONCLUSIONS, ACKNOWLEDGEMENTS, + QUESTIONS
PRESENTATION OUTLINE                                                            TINGWALL FACADE
INTRODUCTION, BUILDING STATS, + OVERALL CONCEPT


1   Proposal                                       Ting Wall Sustainability points toward LEED
                                                   •Sustainable site : 14pts
2   Design of Chevron and Diagonal Braced Frames
    STRUCTURAL DEPTH STUDY I                       •Water efficiency: 5pts
3   Ting Wall Façade                               •Energy and atmosphere: 17 pts
    STRUCTURAL DEPTH STUDY II
                                                   •Materials and resources: 13 pts
4   Green Roof
    ENERGY SAVINGS BREATH                          •Indoor environmental quality: 15 pts
5   Cost Analysis                                  •Innovation and Design Process : 5pt
    CONSTRUCTION MANAGEMENT BREATH

CONCLUSIONS, ACKNOWLEDGEMENTS, + QUESTIONS
PRESENTATION OUTLINE                                                                        TINGWALL FACADE
                                                                    PERIMETER STRUCTURAL FRAMING ADJUSTMENT
INTRODUCTION, BUILDING STATS, + OVERALL CONCEPT
                                                   •Wind load forces are transferred into the mullion by
1   Proposal                                        mechanical inter-lock

2   Design of Chevron and Diagonal Braced Frames   • Tolerance for inter-floor spandrel beam deflection is up
    STRUCTURAL DEPTH STUDY I
                                                    to ¾” deflection
3   Ting Wall Façade
                                                   •Each Ting Wall panel is structurally isolated allowing it to
    STRUCTURAL DEPTH STUDY II

4   Green Roof                                      use panel drifts to absorb the story drift
    ENERGY SAVINGS BREATH
                                                   •Slotted casement allows vertical and horizontal
5   Cost Analysis
                                                    movement independent of each other
    CONSTRUCTION MANAGEMENT BREATH

CONCLUSIONS, ACKNOWLEDGEMENTS, + QUESTIONS
PRESENTATION OUTLINE                               GREEN ROOF
INTRODUCTION, BUILDING STATS, + OVERALL CONCEPT


1   Proposal

2   Design of Chevron and Diagonal Braced Frames
    STRUCTURAL DEPTH STUDY I

3   Ting Wall Façade
    STRUCTURAL DEPTH STUDY II

4   Green Roof
    ENERGY SAVINGS BREATH

5   Cost Analysis
    CONSTRUCTION MANAGEMENT BREATH

CONCLUSIONS, ACKNOWLEDGEMENTS, + QUESTIONS
PRESENTATION OUTLINE                                               GREEN ROOF
INTRODUCTION, BUILDING STATS, + OVERALL CONCEPT    Green Roof Area = 3833 sq ft
                                                                                  Location of extensive green roof
1   Proposal

2   Design of Chevron and Diagonal Braced Frames
    STRUCTURAL DEPTH STUDY I

3   Ting Wall Façade
    STRUCTURAL DEPTH STUDY II

4   Green Roof
    ENERGY SAVINGS BREATH

5   Cost Analysis
    CONSTRUCTION MANAGEMENT BREATH

CONCLUSIONS, ACKNOWLEDGEMENTS, + QUESTIONS
PRESENTATION OUTLINE                                                                                      GREEN ROOF
                                                                               STORMWATER DETENTION TANK CAPACITY
INTRODUCTION, BUILDING STATS, + OVERALL CONCEPT
                                                   •Volume of the tank is equal to 16, 000 gallons
1   Proposal
                                                   •Regional 10-year, 24-hour rainfall, for New York City, this value is 5 inches
2   Design of Chevron and Diagonal Braced Frames   •Required storm water capacity before the redesign was 11823 gallons
    STRUCTURAL DEPTH STUDY I
                                                   •The new design calls for a 15000 gallon storm water tank
3   Ting Wall Façade
    STRUCTURAL DEPTH STUDY II                      • Assuming that the current tank can handle the remaining 3000 gallons,
4   Green Roof                                      the structural integrity of the dunnage platform will be checked to insure
    ENERGY SAVINGS BREATH
                                                    that it had handle the extra storm water load
5   Cost Analysis
    CONSTRUCTION MANAGEMENT BREATH

CONCLUSIONS, ACKNOWLEDGEMENTS, + QUESTIONS
PRESENTATION OUTLINE                                                                         GREEN ROOF
                                                                     STORMWATER DETENTION TANK CAPACITY
INTRODUCTION, BUILDING STATS, + OVERALL CONCEPT


1
                                                                              12000 Gallon   15000 Gallon
    Proposal
                                                                                 Tank           Tank
2   Design of Chevron and Diagonal Braced Frames   Member Size   ΦMn (ft-k)    Mu (ft-k)       Mu (ft-k)
    STRUCTURAL DEPTH STUDY I
                                                     W8x28          69            34.4           41.2
3   Ting Wall Façade
    STRUCTURAL DEPTH STUDY II                        W12x40        160.5          75             88.2

4   Green Roof                                       W10x33         101           75              88
    ENERGY SAVINGS BREATH
                                                     W8x35          130           75             88.2
5   Cost Analysis
    CONSTRUCTION MANAGEMENT BREATH                 Member Size    ΦPn (k)        Pu (k)         Pu (k)

CONCLUSIONS, ACKNOWLEDGEMENTS, + QUESTIONS           W8x35         429.5          46             53.6
PRESENTATION OUTLINE                               COST ANALYSIS
                                                      ENERGY SAVINGS
INTRODUCTION, BUILDING STATS, + OVERALL CONCEPT


1   Proposal

2   Design of Chevron and Diagonal Braced Frames
    STRUCTURAL DEPTH STUDY I

3   Ting Wall Façade
    STRUCTURAL DEPTH STUDY II

4   Green Roof
    ENERGY SAVINGS BREATH

5   Cost Analysis
    CONSTRUCTION MANAGEMENT BREATH

CONCLUSIONS, ACKNOWLEDGEMENTS, + QUESTIONS
PRESENTATION OUTLINE                                                                   COST ANALYSIS
                                                                                                   COST
INTRODUCTION, BUILDING STATS, + OVERALL CONCEPT    Lateral System: $222,800 vs. $299,900
                                                   Ting Wall: : $2,771,500 vs. $3,227,100
1   Proposal
                                                   Green Roof: $119,100 vs. $119,400
2   Design of Chevron and Diagonal Braced Frames
    STRUCTURAL DEPTH STUDY I
                                                                               COST AND SCHEDULE SUMMARY                                             New Gravity Frame Design            Original Gravity Frame Design

3   Ting Wall Façade                                                                                             Adjusted for Location                     $ 2, 309, 608                          $ 2, 689, 200
    STRUCTURAL DEPTH STUDY II                                                                                 Design Contingency (1.5%)                         $ 34, 600                          $ 40, 300
                                                   Green roof savings = $300
4
                                                                                                             Escalation Contingency (3.5%)                      $ 80, 800                          $, 94, 100
    Green Roof                                                                                                      Insurance (3%)                              $ 69, 300                          $ 80, 700
    ENERGY SAVINGS BREATH                          Lateral System Savings = $77, 100                                 Bonds (10%)                                $ 46, 200                          $ 53, 800


5
                                                                                                              Overhead and Profit ( 10%)                    $ 221, 000                             $ 268, 921
    Cost Analysis                                  Ting Wall Savings = $455, 600                              Total Structural Steel Cost                  $ 2, 771, 500                          $ 3, 227, 100
    CONSTRUCTION MANAGEMENT BREATH
                                                   Total Building Savings = $533,000                                                 Green Roof ( New Design)                   Green Roof + IRMA Roof (Original)
                                                                                                                                             $164,770                                       $119,380
CONCLUSIONS, ACKNOWLEDGEMENTS, + QUESTIONS                                                                 Material Cost
                                                                                                           Tax Deduction              $4.50/sq ft = $ 45,698.               n/a (50% or more of roof needs to be green)
                                                                                                            Total Cost                       $119, 072                                      $119, 380
PRESENTATION OUTLINE                                                                                  CONCLUSIONS
                                                   •Changes done to the gravity and lateral system, the green roofs, and
INTRODUCTION, BUILDING STATS, + OVERALL CONCEPT
                                                    the façade seem to have paid off with a savings of $533,000

1   Proposal                                       •The green roof system payback period is in the order of a few
                                                    hundred years
2   Design of Chevron and Diagonal Braced Frames
                                                   •Avoid moment frames whenever possible, using them only if
    STRUCTURAL DEPTH STUDY I
                                                    necessary by the architect’s design
3   Ting Wall Façade
    STRUCTURAL DEPTH STUDY II                      •For moment frames it is better to go with heavier members to

4   Green Roof                                      reduce to detailing of connections
    ENERGY SAVINGS BREATH
                                                   •Columns were optimized for the gravity load, it is better to instead
5   Cost Analysis
                                                    size the columns at 75% capacity as opposed to near 100%
    CONSTRUCTION MANAGEMENT BREATH
                                                   • By designing at 75% capacity, the need for doubler plates is minimized
CONCLUSIONS, ACKNOWLEDGEMENTS, + QUESTIONS
PRESENTATION OUTLINE                               PROJECT TEAM
INTRODUCTION, BUILDING STATS, + OVERALL CONCEPT
                                                   Owner        City University of New York

1   Proposal                                       CM           Turner Construction Company
                                                   Architects   Cooper, Robertson & Partners
2   Design of Chevron and Diagonal Braced Frames
                                                                SLCE Architects
    STRUCTURAL DEPTH STUDY I

3   Ting Wall Façade                               Structural   Ysrael A. Seinuk, P.C.
    STRUCTURAL DEPTH STUDY II
                                                   MEP          WSP Flack + Kurtz
4   Green Roof
                                                   Lighting     SBLD Studio
    ENERGY SAVINGS BREATH

5   Cost Analysis
    CONSTRUCTION MANAGEMENT BREATH

CONCLUSIONS, ACKNOWLEDGEMENTS, + QUESTIONS
PRESENTATION OUTLINE
                                                   ACKNOWLEDGEMENTS
INTRODUCTION, BUILDING STATS, + OVERALL CONCEPT

                                                              AE Faculty
1   Proposal
                                                          Matthew Niskanen
2   Design of Chevron and Diagonal Braced Frames         Professor Ali Memari
    STRUCTURAL DEPTH STUDY I
                                                       Professor Robert Holland
3   Ting Wall Façade
    STRUCTURAL DEPTH STUDY II                        Turner Construction Company
4   Green Roof                                         Professor M. Kevin Parfitt
    ENERGY SAVINGS BREATH
                                                            AE Colleagues
5   Cost Analysis
    CONSTRUCTION MANAGEMENT BREATH

CONCLUSIONS, ACKNOWLEDGEMENTS, + QUESTIONS
PRESENTATION OUTLINE
INTRODUCTION, BUILDING STATS, + OVERALL CONCEPT


1   Proposal                                       questions ?
2   Design of Chevron and Diagonal Braced Frames
    STRUCTURAL DEPTH STUDY I

3   Ting Wall Façade
    STRUCTURAL DEPTH STUDY II

4   Green Roof
    ENERGY SAVINGS BREATH

5   Cost Analysis
    CONSTRUCTION MANAGEMENT BREATH

CONCLUSIONS, ACKNOWLEDGEMENTS, + QUESTIONS

				
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