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Presentation of Expansion Project to Joint Engineering Societies Meeting December, 2009 LOOKING SOUTH ON BROAD STREET ARCHITECTS RENDERING LOOKING SOUTH ON BROAD STREET
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],2 E xpansion  P roject  P resentation
Influence on the CITY  ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],E xpansion  P roject  P resentation 3
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],Influence on the REGION  E xpansion  P roject  P resentation 4 BROAD STREET ATRIUM
$786,000,000 total project cost Under delegation from the Commonwealth of Pennsylvania, Department of General Services: $223,626,000  – Site Acquisition via Condemnation, Business Relocation, Demolition  by the Redevelopment Authority of the City of Philadelphia   $562,374,000  – Design & Construction of the Expansion and Renovation to the Pennsylvania Convention Center  by the Pennsylvania Convention Center Authority 5 WEST SIDE CONSTRUCTION SITE – LOOKING NORTH E xpansion  P roject  P resentation PROJECT BACKGROUND
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],6 EAST SIDE CONSTRUCTION SITE – LOOKING NORTH E xpansion  P roject  P resentation CONTRACT BACKGROUND
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],7 E xpansion  P roject  P resentation ,[object Object],[object Object],[object Object],[object Object]
PROJECT MANAGEMENT TEAM AND PRESENTERS Design Richard Holland, Vitetta (Architecture) Todd Gerhart, Vitetta (Structural Engineering) Mark Celoni, Pennoni (Civil & Geotechnical) Property Acquisition and Demolition Mark Dickinson, Hill International Expansion Construction Management  Steve Burke, Tishman/Jingoli/Perryman Expansion Construction Contractor Tom Broadhurst, The Keating J.V. 8 ARCH STREET CONCOURSE – LOOKING TOWARDS BROAD STREET E xpansion  P roject  P resentation
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E xpansion  P roject  P resentation 9 LOCATION PLAN
LEVEL 1 - MEETING ROOMS EXPANSION EXISTING CENTER READING TERMINAL MARKET Broad St. 13 th  St. 12 th  St. Arch Street Race Street Exhibit Hall  F Broad St. Atrium Exhibit Hall G (present Hall D) Arch St. Concourse 11 th  St. Juniper St. 115b 115a 115c 121c 125 117 116 118a 118b 118c 120a 119a-b 124 123 121a 122a 121b 122b 120c 120b 126 b 126 a Cherry  St. 10 E xpansion  P roject  P resentation
EXPANSION EXISTING CENTER TRAINSHED  Meeting Rooms Ballroom  Grand Hall Broad St. 13 th  St. 12 th  St. Arch Street Race Street Exhibit Hall A Exhibit Hall B Exhibit Hall C Exhibit Hall D Exhibit Hall E LEVEL 2 - EXHIBITION 11 E xpansion  P roject  P resentation
TERRACE BALLROOM LEVEL EXPANSION EXISTING CENTER Broad Street 13 th  St. 12 th  St. Arch Street Race Street Ballroom Ballroom  Pre-Function TRAINSHED  Meeting Rooms Ballroom  Grand Hall 11 th  St. 12 E xpansion  P roject  P resentation
ARCH STREET CONCOURSE Similar to existing 2 concourses 40 feet Wide, 83 feet High, 450 feet Long  Structural frame 100% CIP Concrete Roof – Welded Steel Trusses, Metal Deck 13 EXISTING ARCH STREET CONCOURSE  E xpansion  P roject  P resentation Arch Street Elevation
MEETING ROOM CONCOURSES DIMENSIONS Existing Concourse   13 th  St. East Width - 29 feet  Ceiling – 15 feet New Concourses   13 th  St. West & Juniper St . Width – 21 feet Ceiling – 17 to 18 feet FINISHES Existing Concourses Floors – Carpet w/ Wood Base Walls – Drywall with Wainscot Windows – Aluminum Exterior Doors – Aluminum Ceiling – Acoustical Tile and Drywall New Concourses All Finishes - Same as Existing Carpet will be of similar complexity 14 NEW 13 th  STREET WEST CONCOURSE E xpansion  P roject  P resentation
MEETING ROOMS FINISHES Existing Meeting Room Floor – Carpet w/ Wood Base Walls – Drywall with Wainscot Windows – Aluminum Exterior Doors – Aluminum Ceiling – Acoustical Tile and Drywall New Meeting Rooms All Finishes - Same as Existing 15 EXISTING MEETING ROOM Meeting Room Capacities 10 new meeting rooms.  Operable Partitions can subdivide into 23 rooms Capacity 6,200 people E xpansion  P roject  P resentation
EXHIBIT HALLS EXHIBIT HALL FLOOR  AREAS & CAPACITIES Sq. Ft.  Capacity A – Existing  135,000 10,000 B – Existing   90,000  6,000 C – Existing  90,000  6,000 D – New 109,000  8,800 E – New 104,000  7,800 F – Existing 125,000  9,000 (Formerly D)  G – New  26,000  1,700 Grand Hall Not Included ** Capacities are subject to verification  by PCCA Marketing ** The Level 2 Exhibition Halls could contain four complete  – 1500  Student High Schools!   FINISHES The finishes in the new Exhibit Halls MATCH the Existing Halls 16 NEW EXHIBITION HALL “D” E xpansion  P roject  P resentation
BALLROOM BALLROOM AREAS & CAPACITIES Sq. Ft.  Capacity Trainshed A  11,620  1,235 Trainshed B  18,333  2,039 Trainshed A-B  31,512  3,360 Terrace A 18,400  2,000 Terrace B  9,600  1,000 Terrace C  9,600  1,000 Terrace D 18,440  2,000 Terrace A-D 56,000  6,000 ** Capacities are subject to verification  by PCCA Marketing ** FINISHES New Terrace Ballroom Floor – Carpet w/ Wood Base Walls – Combination of Stretch-Wrapped  Panels and Drywall with Battens Doors – Aingre Wood  Ceiling – Acoustical Tile in 12’ Wide Bands with openings between for rigging access  17 NEW TERRACE BALLROOM E xpansion  P roject  P resentation
BROAD STREET ATRIUM ATRIUM DIMENSIONS Height 116’ Width  Entrance/Pre-Function 130’ Exhibit Hall Atrium 48’ Pre-Function 30’ Ballroom Atrium 46’ Pre-Function 50’ 18 E xpansion  P roject  P resentation ATRIUM FINISHES Floor - Level 1  Entrance – Terrazzo  Pre-Function - Carpet Floor - Exhibit Hall Level - Carpet w/ Wood Base Floor - Ballroom Pre-Function – Carpet w/ Wood Base Walls - Broad Street - Glass Curtain Wall Rear Wall -Limestone, Granite and Wood Paneling
VIEW FROM NORTH BROAD STREET Network Carries All  Building Systems All Systems IP Addressable  Robust WiFi 19 TECHNOLOGY E xpansion  P roject  P resentation
BUILDING CONSTRUCTION Caissons – 80’ below grade Concrete Superstructure – 26’ Concrete Columns - 30’ Steel Roof & Trusses – 22’ Ballroom Steel  Structure – 80’ Atrium Curtain Wall – 100’ E xpansion  P roject  P resentation 21
EXPANSION EXISTING CENTER TRAINSHED  Meeting Rooms Ballroom  Grand Hall Broad St. 13 th  St. 12 th  St. Arch Street Race Street Exhibit Hall A Exhibit Hall B Exhibit Hall C Exhibit Hall D Exhibit Hall E LEVEL 2 - EXHIBITION 22 E xpansion  P roject  P resentation
EXPANSION EXISTING CENTER TRAINSHED  Meeting Rooms Ballroom  Grand Hall Broad St. 13 th  St. 12 th  St. Arch Street Race Street Exhibit Hall A Exhibit Hall B Exhibit Hall C Exhibit Hall D Exhibit Hall E STRUCTURE 23 ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],Expansion comprised of six independent structures E xpansion  P roject  P resentation
24 OVERALL SITE LOOKING NORTH  NOVEMBER 2008 SUPERSTRUCTURE E xpansion  P roject  P resentation
[object Object],Drilled Pier Design Values Weathered Schist Bedrock: bearing  40 ksf skin friction  5 ksf Fresh Schist Bedrock: bearing  80 ksf skin friction 10 ksf 25 Weathered Rock Fresh   Rock Case A Pier Loads < 1000 kips Avg. Length of 50 feet Case B Pier Loads > 1000 kips Avg. Length of 70 feet E xpansion  P roject  P resentation
26 OVERALL SITE LOOKING NORTH  DECEMBER 2008 SUPERSTRUCTURE E xpansion  P roject  P resentation
27 OVERALL SITE LOOKING NORTH  JANUARY 2009 SUPERSTRUCTURE E xpansion  P roject  P resentation
[object Object],28 Beam and Girder Formwork Formwork View from Below With Tables Removed E xpansion  P roject  P resentation
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],29 Views of Concrete Placement E xpansion  P roject  P resentation
30 OVERALL SITE LOOKING NORTH  JANUARY 2009 SUPERSTRUCTURE E xpansion  P roject  P resentation
December 2008 February 2009 ,[object Object],[object Object],[object Object],[object Object],[object Object],E xpansion  P roject  P resentation 31
32 View from Exhibit Hall Level View of 13 th  Street ,[object Object],[object Object],[object Object],[object Object],E xpansion  P roject  P resentation
33 E xpansion  P roject  P resentation OVERALL SITE LOOKING NORTH  APRIL 2009 SUPERSTRUCTURE
34 E xpansion  P roject  P resentation OVERALL SITE LOOKING NORTH  MAY 2009 SUPERSTRUCTURE
LOADING DOCK EXPANSION 35 EDGE OF EXISTING TO EXHIBIT HALL “E” CANTILEVER OVER SIDEWALK Views of Expanded Loading Dock 18 FOOT CANTILEVER E xpansion  P roject  P resentation
LOADING DOCK EXPANSION 36 View of South Elevation before Exhibit Hall Roof Erection Level 2 Connection ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],E xpansion  P roject  P resentation
37 E xpansion  P roject  P resentation OVERALL SITE LOOKING NORTH  JUNE 2009 SUPERSTRUCTURE
UTILITES 38 Views of Exhibit Hall Floor Box and Slab Conduits E xpansion  P roject  P resentation
39 UTILITIES Views of Exhibit Hall Column Utilities E xpansion  P roject  P resentation
40 E xpansion  P roject  P resentation OVERALL SITE LOOKING NORTH  JULY 2009 SUPERSTRUCTURE
41 ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],EXHIBIT HALL ROOF Views of Exhibit Hall Bowstring Trusses E xpansion  P roject  P resentation
42 E xpansion  P roject  P resentation OVERALL SITE LOOKING NORTH  AUGUST 2009 SUPERSTRUCTURE
43 E xpansion  P roject  P resentation OVERALL SITE LOOKING NORTH  NOVEMBER 2009 SUPERSTRUCTURE
BALLROOM FLOOR 44 ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],Views of Ballroom Floor Framing E xpansion  P roject  P resentation
BALLROOM FLOOR 45 View of E/W Girder Truss View of Intermediate Truss Erection E xpansion  P roject  P resentation
46 E xpansion  P roject  P resentation OVERALL SITE LOOKING NORTH  DECEMBER 2009 SUPERSTRUCTURE
SUPERSTRUCTURE 47 View from Broad Street looking North E xpansion  P roject  P resentation
SUPERSTRUCTURE 48 Broad Street Façade looking South E xpansion  P roject  P resentation
49 E xpansion  P roject  P resentation SUPERSTRUCTURE Loading Dock 13 th  & Arch Streets
AERIAL VIEW OF PROJECT AREA E xpansion  P roject  P resentation 50
Expansion Area AERIAL VIEW OF EXPANSION AREA E xpansion  P roject  P resentation 51
SITE UTILITY PLAN E xpansion  P roject  P resentation 52
TYPICAL SECTION – 13 TH  STREET E xpansion  P roject  P resentation 53
EXISTING UTILITY MANHOLE E xpansion  P roject  P resentation 54 EXISTING PECO, VERIZON, PGW  LINES AT SEWER TIE-IN
Race Street Arch Street Broad Street SITE COORDINATION WITH FOUNDATIONS E xpansion  P roject  P resentation 55
SITE CLEARING & DEMOLITION PLANNING ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],56 Existing Pennsylvania Convention Center Race Street Broad Street Arch Street 13 th  Street
57 ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],SITE CLEARING & DEMOLITION PLANNING
58 ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],SITE CLEARING & DEMOLITION PLANNING Pedestrian Bridge Egress Pedestrian Bridge
59 ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],SITE CLEARING & DEMOLITION PLANNING
SITE CLEARING & DEMOLITION EXECUTION 60 ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
SITE CLEARING & DEMOLITION EXECUTION 61 ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
SITE CLEARING & DEMOLITION EXECUTION National Building 62
SITE CLEARING & DEMOLITION EXECUTION 64 ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
SITE CLEARING & DEMOLITION EXECUTION 65 ,[object Object],[object Object],[object Object],[object Object],[object Object]
SITE CLEARING & DEMOLITION SUMMARY 66 ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Regulatory & agency approvals Zoning overlay, vacating streets, overbuilds Utility Relocations by 7 companies Demo & Construction under separate agencies 67 E xpansion  P roject  P resentation EXPANSION CONSTRUCTION MANAGEMENT Preparation of a Project Master Schedule
68 OVERBUILD OF 13 TH  STREET WITH MASONRY BAYS IN EXPANSION (LEFT SIDE) E xpansion  P roject  P resentation EXPANSION CONSTRUCTION MANAGEMENT Cost Estimates and Value Engineering 2 Independent Estimates, Reconciliation Process  Fixed costs – legislative actions, bonds Value Engineering to offset cost escalation Inflationary Pressures threatened project MONTHLY STEEL PRICE INCREASES FROM 2003-PRESENT
69 JULY 2008 SITE PHOTO – ONGOING DEMO 2 WEEKS AFTER CONTRACT 1 NTP E xpansion  P roject  P resentation EXPANSION CONSTRUCTION MANAGEMENT Creating bid packages Develop boilerplate bid documents for PCCA Include Anti-Discrimination, PLA, etc Coordinate demolition vs. expansion contracts Identify urban site constraints Attracting bidders Prequalification for single-prime contract National Search and Market Realities Intense effort to break project into 2 contracts  Community Outreach
70 E xpansion  P roject  P resentation EXPANSION CONSTRUCTION MANAGEMENT Project Controls for large-scale construction Web-based Primavera Contract Manager system. Electronic submission of all documents. CPM schedule – cost loaded, in Primavera Expedition  Bottom line: reduced turnaround time, all documents and revisions at fingertips. JAN 2008 – 13 TH  STREET Change Management Largest cost exposure is schedule delay Project Exec has authority beyond typical public project.  CM can issue Field Directives. Dispute Resolution Process SEPT. 2008 - UST HIT BY DRILL RIG
EXPANSION PROJECT CONSTRUCTION MANAGEMENT SUMMARY Expansion Contracts competitively bid Accepted site turnovers on-schedule (demo & utilities) Contract 1 ($155m) 92% complete, only $200k in open Change Orders Contract 2 ($295m) 39% complete Last 4 months - $20+ million per month of work being installed, 500+ workers on-site 71 BROAD & RACE - JULY 2008 (START OF CONTRACT 1) E xpansion  P roject  P resentation BROAD & RACE - DECEMBER 2009
E xpansion  P roject  P resentation The Keating Joint Venture (KJV) is a partnership between  Daniel J. Keating Company and Keating Building Corporation KJV is a unique combination of builders with large project experience and hard bid general contractors Awarded Contract 1 in June 2008 and Contract 2 in October 2008 Total current combined contract value $470,998,117
E xpansion  P roject  P resentation Site turn over from Demolition Contractor in 2 phases, East to West, split at Juniper Street Contract 1 milestones with liquidated damages ensure readiness for Contract 2 and set initial sequence and schedule Drilled pier operations needed to begin immediately.  Two shifts for two rigs, 6 days/week Starting point of Concrete Superstructure  is T line with Expansion Hall slab to the  North and 5 story Arch Street Concourse to the South
E xpansion  P roject  P resentation Schedule is divided along expansion joints.
Existing Convention Center Expansion 1992 E xpansion  P roject  P resentation The best planning aid we had were photographs of the original construction and the world’s largest mock up, the existing Center. Studied difficulties encountered by original contractor in forming waffle slab.  Constructing and poured full scale mock ups of waffle slab, done off site.
September 2008 E xpansion  P roject  P resentation Work initiated September 3, 2008  Work planned to progress on East side from  South to North,  starting at T line After drillers reached Race Street, The rigs would return to the  West side at T line and progress South to North again
October 2008 E xpansion  P roject  P resentation Demolition of the West side of  the existing Center also progresses from South to North, as does sewer Replacement in 13 th  Street
November 2008 E xpansion  P roject  P resentation
E xpansion  P roject  P resentation In October and November of 2008 the  redesign of the southwest corner of the  Expansion building requires rethinking of the schedule Caisson rigs will now complete East half  of site and work West half from North to South
December 2008 E xpansion  P roject  P resentation
January 2009 E xpansion  P roject  P resentation
February 2009 E xpansion  P roject  P resentation
February 2008 E xpansion  P roject  P resentation
February 2009 E xpansion  P roject  P resentation The new construction sequence requires change in logistics planning.  Demolition of the existing façade and 13 th  Street utility work is accelerated. This allows for an earlier start and completion of Area 2, which in turn allows construction of temporary ramps to the Exhibit Hall floor. Materials and equipment now flow through the loading dock.  The Mechanical/Electrical nerve center gets a much earlier start in Contract 2.
February 2009 E xpansion  P roject  P resentation
March 2009 E xpansion  P roject  P resentation
April 2009 E xpansion  P roject  P resentation
May 2009 E xpansion  P roject  P resentation
May 2009 E xpansion  P roject  P resentation
June 2009 E xpansion  P roject  P resentation Once drilled piers are completed in the South-West corner, construction of the elevated waffle slab proceeds from both North and South
July 2009 E xpansion  P roject  P resentation
August 2009 E xpansion  P roject  P resentation
August 2009 E xpansion  P roject  P resentation Once enough waffle slab is completed, steel trusses are constructed on the deck and lifted into place in sections by tower cranes. Steel also progresses in both directions.
August 2009 E xpansion  P roject  P resentation Steel for trusses is delivered via the loading dock
September 2009 E xpansion  P roject  P resentation
September   2009 E xpansion  P roject  P resentation
September   2009 E xpansion  P roject  P resentation
E xpansion  P roject  P resentation Economic conditions benefit the schedule as skilled labor is more readily available and material and equipment lead times are significantly reduced September   2009
October 2009 E xpansion  P roject  P resentation With steel, equipment and labor all available, a third crane is added to the erection effort
October 2009 E xpansion  P roject  P resentation
November 2009 E xpansion  P roject  P resentation
E xpansion  P roject  P resentation The project is currently a few weeks ahead of schedule  The critical path for the remaining work runs through the Broad Street Curtain Wall and Lobby The Curtain Wall is currently in the mock up stage and construction should begin in the spring.
QUESTIONS & ANSWERS ADD PICTURES E xpansion  P roject  P resentation

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2009 1209 Asce Powerpoint Presentation

  • 1. Presentation of Expansion Project to Joint Engineering Societies Meeting December, 2009 LOOKING SOUTH ON BROAD STREET ARCHITECTS RENDERING LOOKING SOUTH ON BROAD STREET
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  • 5. $786,000,000 total project cost Under delegation from the Commonwealth of Pennsylvania, Department of General Services: $223,626,000 – Site Acquisition via Condemnation, Business Relocation, Demolition by the Redevelopment Authority of the City of Philadelphia $562,374,000 – Design & Construction of the Expansion and Renovation to the Pennsylvania Convention Center by the Pennsylvania Convention Center Authority 5 WEST SIDE CONSTRUCTION SITE – LOOKING NORTH E xpansion P roject P resentation PROJECT BACKGROUND
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  • 8. PROJECT MANAGEMENT TEAM AND PRESENTERS Design Richard Holland, Vitetta (Architecture) Todd Gerhart, Vitetta (Structural Engineering) Mark Celoni, Pennoni (Civil & Geotechnical) Property Acquisition and Demolition Mark Dickinson, Hill International Expansion Construction Management Steve Burke, Tishman/Jingoli/Perryman Expansion Construction Contractor Tom Broadhurst, The Keating J.V. 8 ARCH STREET CONCOURSE – LOOKING TOWARDS BROAD STREET E xpansion P roject P resentation
  • 10. E xpansion P roject P resentation 9 LOCATION PLAN
  • 11. LEVEL 1 - MEETING ROOMS EXPANSION EXISTING CENTER READING TERMINAL MARKET Broad St. 13 th St. 12 th St. Arch Street Race Street Exhibit Hall F Broad St. Atrium Exhibit Hall G (present Hall D) Arch St. Concourse 11 th St. Juniper St. 115b 115a 115c 121c 125 117 116 118a 118b 118c 120a 119a-b 124 123 121a 122a 121b 122b 120c 120b 126 b 126 a Cherry St. 10 E xpansion P roject P resentation
  • 12. EXPANSION EXISTING CENTER TRAINSHED Meeting Rooms Ballroom Grand Hall Broad St. 13 th St. 12 th St. Arch Street Race Street Exhibit Hall A Exhibit Hall B Exhibit Hall C Exhibit Hall D Exhibit Hall E LEVEL 2 - EXHIBITION 11 E xpansion P roject P resentation
  • 13. TERRACE BALLROOM LEVEL EXPANSION EXISTING CENTER Broad Street 13 th St. 12 th St. Arch Street Race Street Ballroom Ballroom Pre-Function TRAINSHED Meeting Rooms Ballroom Grand Hall 11 th St. 12 E xpansion P roject P resentation
  • 14. ARCH STREET CONCOURSE Similar to existing 2 concourses 40 feet Wide, 83 feet High, 450 feet Long Structural frame 100% CIP Concrete Roof – Welded Steel Trusses, Metal Deck 13 EXISTING ARCH STREET CONCOURSE E xpansion P roject P resentation Arch Street Elevation
  • 15. MEETING ROOM CONCOURSES DIMENSIONS Existing Concourse 13 th St. East Width - 29 feet Ceiling – 15 feet New Concourses 13 th St. West & Juniper St . Width – 21 feet Ceiling – 17 to 18 feet FINISHES Existing Concourses Floors – Carpet w/ Wood Base Walls – Drywall with Wainscot Windows – Aluminum Exterior Doors – Aluminum Ceiling – Acoustical Tile and Drywall New Concourses All Finishes - Same as Existing Carpet will be of similar complexity 14 NEW 13 th STREET WEST CONCOURSE E xpansion P roject P resentation
  • 16. MEETING ROOMS FINISHES Existing Meeting Room Floor – Carpet w/ Wood Base Walls – Drywall with Wainscot Windows – Aluminum Exterior Doors – Aluminum Ceiling – Acoustical Tile and Drywall New Meeting Rooms All Finishes - Same as Existing 15 EXISTING MEETING ROOM Meeting Room Capacities 10 new meeting rooms. Operable Partitions can subdivide into 23 rooms Capacity 6,200 people E xpansion P roject P resentation
  • 17. EXHIBIT HALLS EXHIBIT HALL FLOOR AREAS & CAPACITIES Sq. Ft. Capacity A – Existing 135,000 10,000 B – Existing 90,000 6,000 C – Existing 90,000 6,000 D – New 109,000 8,800 E – New 104,000 7,800 F – Existing 125,000 9,000 (Formerly D) G – New 26,000 1,700 Grand Hall Not Included ** Capacities are subject to verification by PCCA Marketing ** The Level 2 Exhibition Halls could contain four complete – 1500 Student High Schools! FINISHES The finishes in the new Exhibit Halls MATCH the Existing Halls 16 NEW EXHIBITION HALL “D” E xpansion P roject P resentation
  • 18. BALLROOM BALLROOM AREAS & CAPACITIES Sq. Ft. Capacity Trainshed A 11,620 1,235 Trainshed B 18,333 2,039 Trainshed A-B 31,512 3,360 Terrace A 18,400 2,000 Terrace B 9,600 1,000 Terrace C 9,600 1,000 Terrace D 18,440 2,000 Terrace A-D 56,000 6,000 ** Capacities are subject to verification by PCCA Marketing ** FINISHES New Terrace Ballroom Floor – Carpet w/ Wood Base Walls – Combination of Stretch-Wrapped Panels and Drywall with Battens Doors – Aingre Wood Ceiling – Acoustical Tile in 12’ Wide Bands with openings between for rigging access 17 NEW TERRACE BALLROOM E xpansion P roject P resentation
  • 19. BROAD STREET ATRIUM ATRIUM DIMENSIONS Height 116’ Width Entrance/Pre-Function 130’ Exhibit Hall Atrium 48’ Pre-Function 30’ Ballroom Atrium 46’ Pre-Function 50’ 18 E xpansion P roject P resentation ATRIUM FINISHES Floor - Level 1 Entrance – Terrazzo Pre-Function - Carpet Floor - Exhibit Hall Level - Carpet w/ Wood Base Floor - Ballroom Pre-Function – Carpet w/ Wood Base Walls - Broad Street - Glass Curtain Wall Rear Wall -Limestone, Granite and Wood Paneling
  • 20. VIEW FROM NORTH BROAD STREET Network Carries All Building Systems All Systems IP Addressable Robust WiFi 19 TECHNOLOGY E xpansion P roject P resentation
  • 21. BUILDING CONSTRUCTION Caissons – 80’ below grade Concrete Superstructure – 26’ Concrete Columns - 30’ Steel Roof & Trusses – 22’ Ballroom Steel Structure – 80’ Atrium Curtain Wall – 100’ E xpansion P roject P resentation 21
  • 22. EXPANSION EXISTING CENTER TRAINSHED Meeting Rooms Ballroom Grand Hall Broad St. 13 th St. 12 th St. Arch Street Race Street Exhibit Hall A Exhibit Hall B Exhibit Hall C Exhibit Hall D Exhibit Hall E LEVEL 2 - EXHIBITION 22 E xpansion P roject P resentation
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  • 24. 24 OVERALL SITE LOOKING NORTH NOVEMBER 2008 SUPERSTRUCTURE E xpansion P roject P resentation
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  • 26. 26 OVERALL SITE LOOKING NORTH DECEMBER 2008 SUPERSTRUCTURE E xpansion P roject P resentation
  • 27. 27 OVERALL SITE LOOKING NORTH JANUARY 2009 SUPERSTRUCTURE E xpansion P roject P resentation
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  • 30. 30 OVERALL SITE LOOKING NORTH JANUARY 2009 SUPERSTRUCTURE E xpansion P roject P resentation
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  • 33. 33 E xpansion P roject P resentation OVERALL SITE LOOKING NORTH APRIL 2009 SUPERSTRUCTURE
  • 34. 34 E xpansion P roject P resentation OVERALL SITE LOOKING NORTH MAY 2009 SUPERSTRUCTURE
  • 35. LOADING DOCK EXPANSION 35 EDGE OF EXISTING TO EXHIBIT HALL “E” CANTILEVER OVER SIDEWALK Views of Expanded Loading Dock 18 FOOT CANTILEVER E xpansion P roject P resentation
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  • 37. 37 E xpansion P roject P resentation OVERALL SITE LOOKING NORTH JUNE 2009 SUPERSTRUCTURE
  • 38. UTILITES 38 Views of Exhibit Hall Floor Box and Slab Conduits E xpansion P roject P resentation
  • 39. 39 UTILITIES Views of Exhibit Hall Column Utilities E xpansion P roject P resentation
  • 40. 40 E xpansion P roject P resentation OVERALL SITE LOOKING NORTH JULY 2009 SUPERSTRUCTURE
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  • 42. 42 E xpansion P roject P resentation OVERALL SITE LOOKING NORTH AUGUST 2009 SUPERSTRUCTURE
  • 43. 43 E xpansion P roject P resentation OVERALL SITE LOOKING NORTH NOVEMBER 2009 SUPERSTRUCTURE
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  • 45. BALLROOM FLOOR 45 View of E/W Girder Truss View of Intermediate Truss Erection E xpansion P roject P resentation
  • 46. 46 E xpansion P roject P resentation OVERALL SITE LOOKING NORTH DECEMBER 2009 SUPERSTRUCTURE
  • 47. SUPERSTRUCTURE 47 View from Broad Street looking North E xpansion P roject P resentation
  • 48. SUPERSTRUCTURE 48 Broad Street Façade looking South E xpansion P roject P resentation
  • 49. 49 E xpansion P roject P resentation SUPERSTRUCTURE Loading Dock 13 th & Arch Streets
  • 50. AERIAL VIEW OF PROJECT AREA E xpansion P roject P resentation 50
  • 51. Expansion Area AERIAL VIEW OF EXPANSION AREA E xpansion P roject P resentation 51
  • 52. SITE UTILITY PLAN E xpansion P roject P resentation 52
  • 53. TYPICAL SECTION – 13 TH STREET E xpansion P roject P resentation 53
  • 54. EXISTING UTILITY MANHOLE E xpansion P roject P resentation 54 EXISTING PECO, VERIZON, PGW LINES AT SEWER TIE-IN
  • 55. Race Street Arch Street Broad Street SITE COORDINATION WITH FOUNDATIONS E xpansion P roject P resentation 55
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  • 62. SITE CLEARING & DEMOLITION EXECUTION National Building 62
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  • 66. Regulatory & agency approvals Zoning overlay, vacating streets, overbuilds Utility Relocations by 7 companies Demo & Construction under separate agencies 67 E xpansion P roject P resentation EXPANSION CONSTRUCTION MANAGEMENT Preparation of a Project Master Schedule
  • 67. 68 OVERBUILD OF 13 TH STREET WITH MASONRY BAYS IN EXPANSION (LEFT SIDE) E xpansion P roject P resentation EXPANSION CONSTRUCTION MANAGEMENT Cost Estimates and Value Engineering 2 Independent Estimates, Reconciliation Process Fixed costs – legislative actions, bonds Value Engineering to offset cost escalation Inflationary Pressures threatened project MONTHLY STEEL PRICE INCREASES FROM 2003-PRESENT
  • 68. 69 JULY 2008 SITE PHOTO – ONGOING DEMO 2 WEEKS AFTER CONTRACT 1 NTP E xpansion P roject P resentation EXPANSION CONSTRUCTION MANAGEMENT Creating bid packages Develop boilerplate bid documents for PCCA Include Anti-Discrimination, PLA, etc Coordinate demolition vs. expansion contracts Identify urban site constraints Attracting bidders Prequalification for single-prime contract National Search and Market Realities Intense effort to break project into 2 contracts Community Outreach
  • 69. 70 E xpansion P roject P resentation EXPANSION CONSTRUCTION MANAGEMENT Project Controls for large-scale construction Web-based Primavera Contract Manager system. Electronic submission of all documents. CPM schedule – cost loaded, in Primavera Expedition Bottom line: reduced turnaround time, all documents and revisions at fingertips. JAN 2008 – 13 TH STREET Change Management Largest cost exposure is schedule delay Project Exec has authority beyond typical public project. CM can issue Field Directives. Dispute Resolution Process SEPT. 2008 - UST HIT BY DRILL RIG
  • 70. EXPANSION PROJECT CONSTRUCTION MANAGEMENT SUMMARY Expansion Contracts competitively bid Accepted site turnovers on-schedule (demo & utilities) Contract 1 ($155m) 92% complete, only $200k in open Change Orders Contract 2 ($295m) 39% complete Last 4 months - $20+ million per month of work being installed, 500+ workers on-site 71 BROAD & RACE - JULY 2008 (START OF CONTRACT 1) E xpansion P roject P resentation BROAD & RACE - DECEMBER 2009
  • 71. E xpansion P roject P resentation The Keating Joint Venture (KJV) is a partnership between Daniel J. Keating Company and Keating Building Corporation KJV is a unique combination of builders with large project experience and hard bid general contractors Awarded Contract 1 in June 2008 and Contract 2 in October 2008 Total current combined contract value $470,998,117
  • 72. E xpansion P roject P resentation Site turn over from Demolition Contractor in 2 phases, East to West, split at Juniper Street Contract 1 milestones with liquidated damages ensure readiness for Contract 2 and set initial sequence and schedule Drilled pier operations needed to begin immediately. Two shifts for two rigs, 6 days/week Starting point of Concrete Superstructure is T line with Expansion Hall slab to the North and 5 story Arch Street Concourse to the South
  • 73. E xpansion P roject P resentation Schedule is divided along expansion joints.
  • 74. Existing Convention Center Expansion 1992 E xpansion P roject P resentation The best planning aid we had were photographs of the original construction and the world’s largest mock up, the existing Center. Studied difficulties encountered by original contractor in forming waffle slab. Constructing and poured full scale mock ups of waffle slab, done off site.
  • 75. September 2008 E xpansion P roject P resentation Work initiated September 3, 2008 Work planned to progress on East side from South to North, starting at T line After drillers reached Race Street, The rigs would return to the West side at T line and progress South to North again
  • 76. October 2008 E xpansion P roject P resentation Demolition of the West side of the existing Center also progresses from South to North, as does sewer Replacement in 13 th Street
  • 77. November 2008 E xpansion P roject P resentation
  • 78. E xpansion P roject P resentation In October and November of 2008 the redesign of the southwest corner of the Expansion building requires rethinking of the schedule Caisson rigs will now complete East half of site and work West half from North to South
  • 79. December 2008 E xpansion P roject P resentation
  • 80. January 2009 E xpansion P roject P resentation
  • 81. February 2009 E xpansion P roject P resentation
  • 82. February 2008 E xpansion P roject P resentation
  • 83. February 2009 E xpansion P roject P resentation The new construction sequence requires change in logistics planning. Demolition of the existing façade and 13 th Street utility work is accelerated. This allows for an earlier start and completion of Area 2, which in turn allows construction of temporary ramps to the Exhibit Hall floor. Materials and equipment now flow through the loading dock. The Mechanical/Electrical nerve center gets a much earlier start in Contract 2.
  • 84. February 2009 E xpansion P roject P resentation
  • 85. March 2009 E xpansion P roject P resentation
  • 86. April 2009 E xpansion P roject P resentation
  • 87. May 2009 E xpansion P roject P resentation
  • 88. May 2009 E xpansion P roject P resentation
  • 89. June 2009 E xpansion P roject P resentation Once drilled piers are completed in the South-West corner, construction of the elevated waffle slab proceeds from both North and South
  • 90. July 2009 E xpansion P roject P resentation
  • 91. August 2009 E xpansion P roject P resentation
  • 92. August 2009 E xpansion P roject P resentation Once enough waffle slab is completed, steel trusses are constructed on the deck and lifted into place in sections by tower cranes. Steel also progresses in both directions.
  • 93. August 2009 E xpansion P roject P resentation Steel for trusses is delivered via the loading dock
  • 94. September 2009 E xpansion P roject P resentation
  • 95. September 2009 E xpansion P roject P resentation
  • 96. September 2009 E xpansion P roject P resentation
  • 97. E xpansion P roject P resentation Economic conditions benefit the schedule as skilled labor is more readily available and material and equipment lead times are significantly reduced September 2009
  • 98. October 2009 E xpansion P roject P resentation With steel, equipment and labor all available, a third crane is added to the erection effort
  • 99. October 2009 E xpansion P roject P resentation
  • 100. November 2009 E xpansion P roject P resentation
  • 101. E xpansion P roject P resentation The project is currently a few weeks ahead of schedule The critical path for the remaining work runs through the Broad Street Curtain Wall and Lobby The Curtain Wall is currently in the mock up stage and construction should begin in the spring.
  • 102. QUESTIONS & ANSWERS ADD PICTURES E xpansion P roject P resentation

Editor's Notes

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