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Prepared for:Mr. Michael Bolch
Shaw Group
THE SHAW GROUP, INC.“PANTHER FINANCIAL”
Project Scope and Client GoalsFlorida Institute of Technology
Design and construction of a 12,600 s.f. commercial office building to be used as a financial institute
SW corner of Babcock St. and Palm Bay Blvd. in Palm Bay, Fl
Create a construction schedule using MS Project
Generate an estimated probable costDevelop construction contracts and terms
Project Management PlanDivided into 3 parts
Project Controls Project Scope Project Schedule
Structural Design Layout Structural analysis / Member design Connections Hurricane damage mitigation
Legal Aspects Contract development & terms Preparation for negotiations Regulatory Agencies
Project Size and CostSteel structure
2 stories12,600 s.f.
Parking lotTransportation
Level of service analysisWater and sewer system designGeotechnical
Foundation design
Total Estimated Cost: $1,895,000.00 ($150.00/s.f.)
Project Design Schedule
Structural Design
Key Elements Layout Structural analysis / Member design Connections Hurricane damage mitigation
Anticipated Final Design
PANTHER FINANCIAL
Second Floor Layout
Roof Layout
Structural Analysis / Member DesignTwo Dimensional Dr. Frame Analysis
Determining Maximum Shear, Moment, and Axial Loads being less than the Design Load
Structural Elevation Drawing(Transverse View)
Structural Elevation Drawing(Longitudinal View)
Final Member Selection
Second Floor Designed Member Sizes Beam A2 - A3 W16 x 45Beam B1 - B2 W18 x 65Beam B2 - B3 W18 x 65Beam C1 - C2 W18 x 65Beam D1 - D2 W18 x 65Beam D2 - D3 W18 x 65Beam E2 - E3 W16 x 45Beam B4 - D4 W12 x 53Girder A1 - B1 W16 x 77Girder A2 - B2 W16 x 77Girder A3 - B3 W16 x 77Girder B2 - D2 W12 x 53Girder D1 - E1 W16 x 77Girder D2 - E2 W16 x 77Girder D3 - E3 W16 x 77Girder B3 - B4 W14 x 38Girder D3 - D4 W14 x 38
Frames (Roof) Designed Member Sizes Beam B1 - D1 W12 x 35Beam B3 - D3 W12 x 35Girder A1 - A2 W14 x 38Girder E1 - E2 W14 x 38
Columns W12 x 120Frames (2nd Floor) Designed Member Sizes
Beam B1 - D1 W12 x 53Beam B3 - D3 W12 x 53Girder A1 - A2 W16 x 45Girder E1 - E2 W16 x 45Stair Column W8 x 31Stair Beam W8 x 58Columns Designed Member Sizes
A3 W8 x 31B2 W8 x 31D2 W8 x 31E3 W8 x 31B4 W8 x 31D4 W8 x 31
Roof Designed Member Sizes Beam A2 - A3 W14 x 68Beam B1 - B2 W16 x 50Beam B2 - B3 W16 x 50Beam C1 - C2 W16 x 50Beam D1 - D2 W16 x 50Beam D2 - D3 W16 x 50Beam E2 - E3 W14 x 68Girder A1 - B1 W14 x 68Girder A2 - B2 W14 x 68Girder A3 - B3 W14 x 68Girder B2 - D2 W12 x 35Girder D1 - E1 W14 x 68Girder D2 - E2 W14 x 68Girder D3 - E3 W14 x 68
Connections / DrawingsShear Connections are boltedMoment Connections are shop-welded and bolted
Connection Bolted Connection Welded Connection
A3 Web Shear Connection
6 - 1/2" A325 Bolts - L2 1/2 x 2 1/2 x 1/2 Angle Min Edge Distance: 0.632" Min Spacing:
1.33"---------
A3 Flange Shear Connection
6 - 1/2" A325 Bolts - L2 1/2 x 2 1/2 x 1/2 Angle Min Edge Distance: 0.632" Min Spacing:
1.33"---------
A2 Web Shear Connectin
4 - 1" A325 Bolts - L6 x 6x 3/8 Angle Min Edge Distance: 0.95"
Min Spacing: 2.667"---------
B1 Moment Connection
2 - 1/4" A36 Steel Plates - 2L6 x 3 1/2 x 3/8 Double Angle - 3/4" diameter A325 (X) Bolts
Min Edge Spacing: 1 1/4"
Web 1/8" Fillet Weld
2L6 x 3 1/2 x 3/8 Double Angle
Length: 6" Location: All Around
B3 Web Shear Connection
4 - 1 1/4" A325 Bolts - L3 1/2 x 3 x 5/16 Angle Min Edge Distance: 3/4" - Min Spacing:
3.33"---------
B3 Flange Shear Connection
4 - 1 1/4" A325 Bolts - L3 1/2 x 3 x 5/16 Angle Min Edge Distance: 3/4" Min Spacing:
3.33"---------
A3 Web-Shear Connection6 – A325 ½” bolts based on Slip Critical StrengthL2½” x 2½” x 1/2 Double Angles based on Areas
Column Base Plate Drawings
Work Breakdown Structure
GENERAL WORK BREAKDOWNDURATION HOURS SALARY BUDGET
START END RESPONSIBLE ENGINEER PLANNED ACTUAL $/HR PLANNED ACTUAL DONE %
COMPLETE
PRELIMINARY DESIGN (50% SUBMITTAL)
STRUCTURAL ANALYSIS 17-Oct 24-Oct 26 26 $ - YES 100%STAIRS 17-Oct 24-Oct CRAIG 2 2 $ 85.00 $ 170.00 $ 170.00 YES 100%COLUMNS 17-Oct 24-Oct CRAIG 6 5 $ 85.00 $ 510.00 $ 425.00 YES 100%BEAM 17-Oct 24-Oct CRAIG 6 6 $ 85.00 $ 510.00 $ 510.00 YES 100%FRAMES 17-Oct 24-Oct CRAIG 6 8 $ 85.00 $ 510.00 $ 680.00 YES 100%GIRDER 17-Oct 24-Oct CRAIG 6 5 $ 85.00 $ 510.00 $ 425.00 YES 100%STRUCTURAL DESIGN 17-Oct 24-Oct 20 12 $ - YES 100%CONNECTIONS 17-Oct 24-Oct CRAIG 10 10 $ 85.00 $ 850.00 $ 850.00 YES 100%BRACING DESIGN 17-Oct 24-Oct CRAIG 10 2 $ 85.00 $ 850.00 $ 170.00 YES 100%
FINAL DESIGN (95-100%) PROPOSAL
STRUCTURAL DRAWINGS 31-Oct 5-Dec 12 15 $ - YES 100%PLANS 31-Oct 5-Dec CRAIG 4 6 $ 85.00 $ 340.00 YES 100%SECTIONS 31-Oct 5-Dec CRAIG 4 4 $ 85.00 $ 340.00 $ 340.00 YES 100%DETAILS/CONNECTIONS 31-Oct 5-Dec CRAIG 4 5 $ 85.00 $ 340.00 $ 425.00 YES 100%
Hurricane Damage Mitigation
Constructed on raised foundations above sea level
Built upon steel, concrete, or wooden pilings or anchored to solid rock
All concrete is reinforced with steel Specialized doors and windowsUsing shutters over doors and windows
during hurricanes
Legal Aspects
Contract DevelopmentPreparations for NegotiationsPermits, Licenses, Agencies
Contract Development-1Contract Development for Panther Financial
Description of lands/site Contractors Responsibilities
Labor Schedule Permits
Owners Responsibilities Communication Payments Insurance
Contract Development-2Change OrdersClaimsTests and InspectionsDispute Resolution
Good Faith NegotiationsMediationArbitrationLitigation
Liquidated Damages
NegotiationsPreparation for Negotiations
Gather outside information Establish points of leverage Set a goal BATNA Shoot for a Win - Win conclusion
Permits, Licenses, Agencies
Follow codes and regulationsAcquire permits and licensesKeep in good standing with agencies and
the public
Project SummaryScopeScheduleEstimated CostStructural DesignContract DevelopmentNegotiation TacticsCodes, Permits, and Licenses
Thank you for choosing The Shaw Group, Inc.
Project plan will meet client’s goals We will produce a quality projectWe appreciate your business
Your Project Manager Stephen M. Craig [email protected] (412) 657-6263
