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Time and Schedule
Lecture 7a
American University in Cairo School of Sciences and Engineering
Department of Architectural Engineering
AENG441 – Professional Practice, Design Management and Codes
1
Topics
2
Design Scheduling
3
Design Scheduling
• Phases of production from Conceptual Planning  Start of
Construction.
• Efficient use of Manpower and Resources
• To achieve an economical, functional and harmonious
design
• Executed within a reasonable period of time
• With an efficient utilization of personnel.
• Experience and Judgment
4
Design Scheduling
• Phases (AIA standard owner-architect agreement)
• Schematic Design: Drawings + Cost Estimate
• Design Development: Drawings +Outline Specifications, + Cost
Estimate
• Construction Documents: Working Drawings +Final Specifications
+ Final Cost Estimate
• Bidding and Negotiation: Receipt and Evaluation of Bids +
Addenda
• Construction Administration: Services after bidding or negotiation
to assure that the structure is built in accordance with the
construction documents.
5
Design Scheduling
• Estimate time required for reach phase.
• Schematic Design phase is the most difficult to
estimate - Greatest amount of variability. (1-12
months!)
• Size and Complexity
• Quality and Completeness of the Program Information
• Decision Making Ability of the Client.(committees!)
• Nature of the Design Team.
6
Design Scheduling
• Design Development and Construction Documents:
• More predictable
• Project Architect and/or Job Captain
• From Schematic Design into Preliminary Design Drawings then
Working Drawings
• Complexity not Size determines scheduling and staffing
requirements.
• Coordination between consultants, client and designers is vital!
• From 2 - 4 months
• Construction Documents 3-7 months.
• Bidding or Negotiation 6 weeks.
7
Design Scheduling
• Project financing to convert design into reality.
• Client review and approval between phases depends on
the size and complexity of the project- usually between
one week. And one month.
• Approvals by building department and public agencies
varies considerably.
8
Design Scheduling
9
Contingencies
• Unexpected Problems:
• Building Department
• Consultants
• Staffing problems
• Client
• 10% average additional time
• Flexible and Responsive to changing conditions
10
Working with a Builder
• Working with contractor to Guarantee Maximum Project
Cost (GMP: Guaranteed Maximum Price)
• Time is generally shortened
• Risk that design is not fully developed
• Documents less specific
• No bidding and negotiation phase
11
Extending the Schedule
• Change of staff
• Increase cost due to inflation
12
Shortening the Schedule
• Optimum Use of staff effort and resources
• Work overtime - costly and inefficient
• Hire more people - Part time or freelance or subcontract to
another firm - costly and inefficient.
• Hire new staff - Not familiar with office procedures or projects -
Expensive
• Reduce man-hours - lower quality job, incomplete, unclear
,errors and inconsistencies.
• Higher cost, lower quality.
• Quality work requires time and staff.
13
Construction Scheduling
14
Establishing a Schedule
• Construction Projects are Complicated
• They involve the work of numerous trades and
subcontractors
• Coordination
• Equipment and Materials
• Time schedules and Cost recording
15
Considerations
1. The construction documents - Well or Poorly prepared.
2. The architect-engineer -More or Less demanding
3. The subcontractors - coordination
4. The contractor’s organization - Project manager, field
superintendent, Office and Field staff, … workload
5. Material dealers - Reliability in meeting deliverability
6. Size and complexity of the project - Most critical.
7. Site conditions - Size and Accessibility
8. The Weather
9. The possibility of labor troubles
10. The possibility of material shortage.
16
CPM (Critical Path Method)
17
CPM (Critical Path Method)
• Planning Phase - Diagram is drawn indicating the order in
which various operations are to be accomplished - Called
Activities.
• Activity Start and Finish referred to as “events” or “nodes”
• Event: That moment when a preceding activity has been
completed and the following activity may begin.
• Milestone Events - Important points in the construction process.
• No indication of time - arrows are not indicating time.
• No gaps of discontinuities
• CPM is known as a network diagram
18
CPM (Critical Path Method)
19
Event
Activity
CPM (Critical Path Method)
20
CPM Scheduling
• Time!
• Time is estimated based on past
experience.
• Working day is taken as a unit of time.
• Consult with subcontractors.
21
CPM (Critical Path Method)
22
1 1 1 1 2 1 1
2
2
14
Critical Path
Critical Path
• Critical Path is the longest path!
• Critical activities along the path must be monitored.
23
Float Path
• Paths that are not on the CP.
• The float is a measure of the extra time available for an
activity or group of activities.
24
Project Calendar
• Multiply by 7/5 (5 working days in each 7 days)
• 16 days x 7/5 = 22.4 or 23 calendar days.
• Starting date  Completion date
• Project Calendar
• Critical Activities noted in color or boldface
• Most building construction projects require 9 - 18 months.
25
Contingencies
• Allowance for project delays (weather, …)
• Some contractors add a fixed percentage!
26
CPM Calculations
• CPM Programming
• Programs.
27
Bar Graphs
• Start and finish dates of major phases.
• They don’t indicate relationships nor dependencies!
• Inferior to CPM as a management tool but superior as a
means of visual communication.
• Continue to be widely used.
28
29
Shortening the Schedule
• Business demands.
• Minimize effect of inflation, weather, interest, …
• Reduce CP time.
• Critical activities 25-30% of all activities.
• Shorter time increases direct cost. Less efficiency in supervision
and coordination. Errors are more likely to occur.
• Less time - More direct cost!
• Less time - Less overhead!
• Analyze the effects and determine a balance.
30
Fast-Track Scheduling
• Fast-Track - Accelerated - Telescoped scheduling.
• Determine major building elements.
• Produce detailed working drawings for a portion of work on
which the contractor may begin construction
• Further details continue
• Requires close coordination:
Architect - Engineers - Client - Contractor
• Oversights expected, Correction of errors
• Staged bidding awarded to different contractors
• Cost and Time control by CM (Construction Manager)
31
32
Time Management
• Fabrication Time
• Erection Time
• Sequence of
Construction
Trades
• Scheduling of
Construction
Trades
33
Submittals - Site Visit,
Testing and Inspection
Lecture 7b
American University in Cairo School of Sciences and Engineering
Department of Architectural Engineering
AENG441 – Professional Practice, Design Management and Codes
34
Topics
35
Material and Equipment Submittals
• Shop Drawings, Product Data, and Samples
• Introduction
36
Material and Equipment Submittals
• Shop Drawings, Product Data, and Samples
• Introduction
37
Material and Equipment Submittals
• Shop Drawings, Product Data, and Samples
• Basic Concepts
38
Material and Equipment Submittals
• Shop Drawings, Product Data, and Samples
• Basic Concepts
39
Material and Equipment Submittals
• Shop Drawings, Product Data, and Samples
• Basic Concepts
40
Material and Equipment Submittals
• Shop Drawings, Product Data, and Samples
• Basic Concepts
• Shop drawings are not part of the contract documents.
41
42
Contractor’s Responsibilities
43
Architect’s Responsibilities
44
Procedures
• Recordkeeping
• Dates received and returned
• Action taken: Approves, corrected, revised, resubmit
• Retain copies of all submittals
• Timeliness
• Within a reasonable time
• 10 working days or two weeks
• Changes and Revisions
• Change orders
• Standard Formats for processing submittals
45
Procedures
46
Procedures
47
10 - 15 working days
Procedures
48
Procedures
49
50
Site Visits
• Contract Requirements
• Architect's Role
• Advise owner whether the contractor is performing the work in
accordance with the contract documents.
• Meeting Reports
• Pre-Bid Meetings
• Pre-Construction Meeting
• During Construction
51
Site Visits
52
Site Visits
53
Site Visits
54
Site Visits
55
Site Visits
56
Site Visits
57
Site Visits
Site Visits
• Safety
• Architect’s Role
59
Site Visits
• Safety
• Architect’s Role
60
Site Visits
• Safety
• Contract’s Role
61
Site Visits
• Evaluating Work Against
Contract Documents
62
Site Visits
• Evaluating Work Against
Contract Documents
63
Site Visits
• Evaluating Work Against
Contract Documents
64
Site Visits
• Testing and Inspection
65
Site Visits
• Testing and Inspection
66
Site Visits
• Testing and Inspection
67
Site Visits
• Testing and Inspection
Site Visits
• Testing and Inspection
69
Site Visits
• Testing and Inspection
70
Thank You.
71

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Time & Schedule, Submittals, Site visits, Testing and Inspection

  • 1. Time and Schedule Lecture 7a American University in Cairo School of Sciences and Engineering Department of Architectural Engineering AENG441 – Professional Practice, Design Management and Codes 1
  • 4. Design Scheduling • Phases of production from Conceptual Planning  Start of Construction. • Efficient use of Manpower and Resources • To achieve an economical, functional and harmonious design • Executed within a reasonable period of time • With an efficient utilization of personnel. • Experience and Judgment 4
  • 5. Design Scheduling • Phases (AIA standard owner-architect agreement) • Schematic Design: Drawings + Cost Estimate • Design Development: Drawings +Outline Specifications, + Cost Estimate • Construction Documents: Working Drawings +Final Specifications + Final Cost Estimate • Bidding and Negotiation: Receipt and Evaluation of Bids + Addenda • Construction Administration: Services after bidding or negotiation to assure that the structure is built in accordance with the construction documents. 5
  • 6. Design Scheduling • Estimate time required for reach phase. • Schematic Design phase is the most difficult to estimate - Greatest amount of variability. (1-12 months!) • Size and Complexity • Quality and Completeness of the Program Information • Decision Making Ability of the Client.(committees!) • Nature of the Design Team. 6
  • 7. Design Scheduling • Design Development and Construction Documents: • More predictable • Project Architect and/or Job Captain • From Schematic Design into Preliminary Design Drawings then Working Drawings • Complexity not Size determines scheduling and staffing requirements. • Coordination between consultants, client and designers is vital! • From 2 - 4 months • Construction Documents 3-7 months. • Bidding or Negotiation 6 weeks. 7
  • 8. Design Scheduling • Project financing to convert design into reality. • Client review and approval between phases depends on the size and complexity of the project- usually between one week. And one month. • Approvals by building department and public agencies varies considerably. 8
  • 10. Contingencies • Unexpected Problems: • Building Department • Consultants • Staffing problems • Client • 10% average additional time • Flexible and Responsive to changing conditions 10
  • 11. Working with a Builder • Working with contractor to Guarantee Maximum Project Cost (GMP: Guaranteed Maximum Price) • Time is generally shortened • Risk that design is not fully developed • Documents less specific • No bidding and negotiation phase 11
  • 12. Extending the Schedule • Change of staff • Increase cost due to inflation 12
  • 13. Shortening the Schedule • Optimum Use of staff effort and resources • Work overtime - costly and inefficient • Hire more people - Part time or freelance or subcontract to another firm - costly and inefficient. • Hire new staff - Not familiar with office procedures or projects - Expensive • Reduce man-hours - lower quality job, incomplete, unclear ,errors and inconsistencies. • Higher cost, lower quality. • Quality work requires time and staff. 13
  • 15. Establishing a Schedule • Construction Projects are Complicated • They involve the work of numerous trades and subcontractors • Coordination • Equipment and Materials • Time schedules and Cost recording 15
  • 16. Considerations 1. The construction documents - Well or Poorly prepared. 2. The architect-engineer -More or Less demanding 3. The subcontractors - coordination 4. The contractor’s organization - Project manager, field superintendent, Office and Field staff, … workload 5. Material dealers - Reliability in meeting deliverability 6. Size and complexity of the project - Most critical. 7. Site conditions - Size and Accessibility 8. The Weather 9. The possibility of labor troubles 10. The possibility of material shortage. 16
  • 17. CPM (Critical Path Method) 17
  • 18. CPM (Critical Path Method) • Planning Phase - Diagram is drawn indicating the order in which various operations are to be accomplished - Called Activities. • Activity Start and Finish referred to as “events” or “nodes” • Event: That moment when a preceding activity has been completed and the following activity may begin. • Milestone Events - Important points in the construction process. • No indication of time - arrows are not indicating time. • No gaps of discontinuities • CPM is known as a network diagram 18
  • 19. CPM (Critical Path Method) 19 Event Activity
  • 20. CPM (Critical Path Method) 20
  • 21. CPM Scheduling • Time! • Time is estimated based on past experience. • Working day is taken as a unit of time. • Consult with subcontractors. 21
  • 22. CPM (Critical Path Method) 22 1 1 1 1 2 1 1 2 2 14 Critical Path
  • 23. Critical Path • Critical Path is the longest path! • Critical activities along the path must be monitored. 23
  • 24. Float Path • Paths that are not on the CP. • The float is a measure of the extra time available for an activity or group of activities. 24
  • 25. Project Calendar • Multiply by 7/5 (5 working days in each 7 days) • 16 days x 7/5 = 22.4 or 23 calendar days. • Starting date  Completion date • Project Calendar • Critical Activities noted in color or boldface • Most building construction projects require 9 - 18 months. 25
  • 26. Contingencies • Allowance for project delays (weather, …) • Some contractors add a fixed percentage! 26
  • 27. CPM Calculations • CPM Programming • Programs. 27
  • 28. Bar Graphs • Start and finish dates of major phases. • They don’t indicate relationships nor dependencies! • Inferior to CPM as a management tool but superior as a means of visual communication. • Continue to be widely used. 28
  • 29. 29
  • 30. Shortening the Schedule • Business demands. • Minimize effect of inflation, weather, interest, … • Reduce CP time. • Critical activities 25-30% of all activities. • Shorter time increases direct cost. Less efficiency in supervision and coordination. Errors are more likely to occur. • Less time - More direct cost! • Less time - Less overhead! • Analyze the effects and determine a balance. 30
  • 31. Fast-Track Scheduling • Fast-Track - Accelerated - Telescoped scheduling. • Determine major building elements. • Produce detailed working drawings for a portion of work on which the contractor may begin construction • Further details continue • Requires close coordination: Architect - Engineers - Client - Contractor • Oversights expected, Correction of errors • Staged bidding awarded to different contractors • Cost and Time control by CM (Construction Manager) 31
  • 32. 32
  • 33. Time Management • Fabrication Time • Erection Time • Sequence of Construction Trades • Scheduling of Construction Trades 33
  • 34. Submittals - Site Visit, Testing and Inspection Lecture 7b American University in Cairo School of Sciences and Engineering Department of Architectural Engineering AENG441 – Professional Practice, Design Management and Codes 34
  • 36. Material and Equipment Submittals • Shop Drawings, Product Data, and Samples • Introduction 36
  • 37. Material and Equipment Submittals • Shop Drawings, Product Data, and Samples • Introduction 37
  • 38. Material and Equipment Submittals • Shop Drawings, Product Data, and Samples • Basic Concepts 38
  • 39. Material and Equipment Submittals • Shop Drawings, Product Data, and Samples • Basic Concepts 39
  • 40. Material and Equipment Submittals • Shop Drawings, Product Data, and Samples • Basic Concepts 40
  • 41. Material and Equipment Submittals • Shop Drawings, Product Data, and Samples • Basic Concepts • Shop drawings are not part of the contract documents. 41
  • 42. 42
  • 45. Procedures • Recordkeeping • Dates received and returned • Action taken: Approves, corrected, revised, resubmit • Retain copies of all submittals • Timeliness • Within a reasonable time • 10 working days or two weeks • Changes and Revisions • Change orders • Standard Formats for processing submittals 45
  • 47. Procedures 47 10 - 15 working days
  • 50. 50
  • 51. Site Visits • Contract Requirements • Architect's Role • Advise owner whether the contractor is performing the work in accordance with the contract documents. • Meeting Reports • Pre-Bid Meetings • Pre-Construction Meeting • During Construction 51
  • 59. Site Visits • Safety • Architect’s Role 59
  • 60. Site Visits • Safety • Architect’s Role 60
  • 61. Site Visits • Safety • Contract’s Role 61
  • 62. Site Visits • Evaluating Work Against Contract Documents 62
  • 63. Site Visits • Evaluating Work Against Contract Documents 63
  • 64. Site Visits • Evaluating Work Against Contract Documents 64
  • 65. Site Visits • Testing and Inspection 65
  • 66. Site Visits • Testing and Inspection 66
  • 67. Site Visits • Testing and Inspection 67
  • 68. Site Visits • Testing and Inspection
  • 69. Site Visits • Testing and Inspection 69
  • 70. Site Visits • Testing and Inspection 70