Prepared for:
Mr. Michael Bolch
Shaw Group
Project Scope and Client Goals
 Florida 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 cost
 Develop construction contracts and terms
Project Management Plan
 Divided 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 Cost
 Steel structure
 2 stories
 12,600 s.f.
 Parking lot
 Transportation
 Level of service analysis
 Water and sewer system design
 Geotechnical
 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
Second Floor Layout
Roof Layout
Structural Analysis / Member Design
 Two 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
Roof
Beam A2 - A3
Beam B1 - B2
Beam B2 - B3
Beam C1 - C2
Beam D1 - D2
Beam D2 - D3
Beam E2 - E3
Girder A1 - B1
Girder A2 - B2
Girder A3 - B3
Girder B2 - D2
Girder D1 - E1
Girder D2 - E2
Girder D3 - E3
Designed Member Sizes
W14 x 68
W16 x 50
W16 x 50
W16 x 50
W16 x 50
W16 x 50
W14 x 68
W14 x 68
W14 x 68
W14 x 68
W12 x 35
W14 x 68
W14 x 68
W14 x 68
Second Floor
Beam A2 - A3
Beam B1 - B2
Beam B2 - B3
Beam C1 - C2
Beam D1 - D2
Beam D2 - D3
Beam E2 - E3
Beam B4 - D4
Girder A1 - B1
Girder A2 - B2
Girder A3 - B3
Girder B2 - D2
Girder D1 - E1
Girder D2 - E2
Girder D3 - E3
Girder B3 - B4
Girder D3 - D4
Designed Member Sizes
W16 x 45
W18 x 65
W18 x 65
W18 x 65
W18 x 65
W18 x 65
W16 x 45
W12 x 53
W16 x 77
W16 x 77
W16 x 77
W12 x 53
W16 x 77
W16 x 77
W16 x 77
W14 x 38
W14 x 38
Frames (Roof)
Beam B1 - D1
Beam B3 - D3
Girder A1 - A2
Girder E1 - E2
Columns
Frames (2nd Floor)
Beam B1 - D1
Beam B3 - D3
Girder A1 - A2
Girder E1 - E2
Stair Column
Stair Beam
Columns
A3
B2
D2
E3
B4
D4
Designed Member Sizes
W12 x 35
W12 x 35
W14 x 38
W14 x 38
W12 x 120
Designed Member Sizes
W12 x 53
W12 x 53
W16 x 45
W16 x 45
W8 x 31
W8 x 58
Designed Member Sizes
W8 x 31
W8 x 31
W8 x 31
W8 x 31
W8 x 31
W8 x 31
Connections / Drawings
 Shear Connections are bolted
 Moment 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 6 - 1/2" A325 Bolts - L2 1/2 x 2 1/2 x 1/2 Angle
Connection
Min Edge Distance: 0.632" Min Spacing: 1.33"
---------
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"
---------
A2 Web Shear
Connectin
B3 Flange Shear 4 - 1 1/4" A325 Bolts - L3 1/2 x 3 x 5/16 Angle
Connection
Min Edge Distance: 3/4"
Min Spacing: 3.33"
---------
A3 Web-Shear Connection
 6 – A325 ½” bolts based on Slip Critical Strength
 L2½” x 2½” x 1/2 Double Angles based on Areas
Column Base Plate Drawings
Work Breakdown Structure
DURATION
GENERAL WORK BREAKDOWN
START
END
HOURS
RESPONSIBLE
PLANNED ACTUAL
ENGINEER
SALARY
BUDGET
$/HR
PLANNED
$
$
$
$
$
$
$
$
$
$
170.00
510.00
510.00
510.00
510.00
$ 85.00 $
$ 85.00 $
850.00
850.00
ACTUAL
DONE
%
COMPLETE
PRELIMINARY DESIGN (50% SUBMITTAL)
STRUCTURAL ANALYSIS
STAIRS
COLUMNS
BEAM
FRAMES
GIRDER
STRUCTURAL DESIGN
CONNECTIONS
BRACING DESIGN
17-Oct
17-Oct
17-Oct
17-Oct
17-Oct
17-Oct
17-Oct
17-Oct
17-Oct
24-Oct
24-Oct
24-Oct
24-Oct
24-Oct
24-Oct
24-Oct
24-Oct
24-Oct
CRAIG
CRAIG
CRAIG
CRAIG
CRAIG
CRAIG
CRAIG
26
2
6
6
6
6
20
10
10
26
2
5
6
8
5
12
10
2
85.00
85.00
85.00
85.00
85.00
$
$
$
$
$
$
$
$
$
170.00
425.00
510.00
680.00
425.00
850.00
170.00
YES
YES
YES
YES
YES
YES
YES
YES
YES
100%
100%
100%
100%
100%
100%
100%
100%
100%
FINAL DESIGN (95-100%) PROPOSAL
STRUCTURAL DRAWINGS
PLANS
SECTIONS
DETAILS/CONNECTIONS
31-Oct
31-Oct
31-Oct
31-Oct
5-Dec
5-Dec
5-Dec
5-Dec
CRAIG
CRAIG
CRAIG
12
4
4
4
15
6
4
5
$
$ 85.00
$ 85.00
$ 85.00
$
$
$
340.00
340.00
340.00
$
$
340.00
425.00
YES
YES
YES
YES
100%
100%
100%
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 windows
 Using shutters over doors and windows during
hurricanes
Legal Aspects
 Contract Development
 Preparations for Negotiations
 Permits, Licenses, Agencies
Contract Development-1
 Contract Development for Panther Financial



Description of lands/site
Contractors Responsibilities
 Labor
 Schedule
 Permits
Owners Responsibilities
 Communication
 Payments
 Insurance
Contract Development-2




Change Orders
Claims
Tests and Inspections
Dispute Resolution





Good Faith Negotiations
Mediation
Arbitration
Litigation
Liquidated Damages
Negotiations
 Preparation 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 regulations
 Acquire permits and licenses
 Keep in good standing with agencies and the
public
Project Summary
 Scope
 Schedule
 Estimated Cost
 Structural Design
 Contract Development
 Negotiation Tactics
 Codes, Permits, and Licenses
Thank you for choosing
The Shaw Group, Inc.
 Project plan will meet client’s goals
 We will produce a quality project
 We appreciate your business
 Your Project Manager



Stephen M. Craig
StephenCraig11@gmail.com
(412) 657-6263