Suburbia, USA Image Courtesy of The Whiting-Turner Contracting - PowerPoint PPT Presentation

Suburbia, USA Image Courtesy of The Whiting-Turner Contracting Company Penn State AE Senior Capstone Project Nicholas J. Kline | Construction Option Advisor | Mr. Ray Sowers

Introduction Suburbia, USA Analysis 3 | Water Drainage Recycling Introduction Analysis 1 | Site Logistics Project Background Project Background Analysis 2 | Prefabrication Analysis 1 | Site Logistics Analysis of Exterior Envelope Analysis 2 | Exterior Courtesy of Envelope Prefabrication www.gslplumbers.com Analysis 3 | Water Drainage Recycling Conclusions and Recommendations Courtesy of Whiting- Acknowledgements Turner

Project Background Suburbia, USA Introduction Cinema-Dining Terrace Expansion Building Name Owner | Anonymous Owner Suburbia, USA Location Project Background GC | The Whiting-Turner ArchLight Cinema Building Occupant Contracting Company Covered Mall Building Assembly, Analysis 1 | Site Logistics Building Functions Analysis Business, Mercantile, Storage Architect | Gensler 91,000 GSF Size Analysis 2 | Exterior 70,000 sqft 16 Screen Cinema Envelope Prefabrication Structural Engineer | Robert 12,000 sqft Food Court Expansion Analysis 3 | Water Drainage Silman Associates 9,500 sqft Restaurants Recycling 3 stories above grade Number of Stories MEP Engineer | B&R Conclusions and June 2012 – August 2014 Project Timeline Recommendations Construction Services Image Courtesy of The Whiting- $50,223,763.00 Cost Acknowledgements Turner Contracting Company

Project Background Suburbia, USA Building Systems Introduction Structural System Project Background Foundation - Micro-piles with pile caps, sandwich footings, spread footings, and mat slabs Analysis 1 | Site Logistics Analysis Structural Steel Analysis 2 | Exterior Envelope Prefabrication Exterior Enclosure System Analysis 3 | Water Drainage Recycling EIFS Storefront Glazing Conclusions and Metal Panels Recommendations Acknowledgements Image Courtesy of The Whiting-Turner Contracting Company

Analysis 1 | Site Logistics Analysis Suburbia, USA Introduction Project Background Analysis 1 | Site Opportunity: Logistics Analysis The current site logistics requires extensive means and Analysis 2 | Exterior methods adding to the critical schedule. Envelope Prefabrication Analysis 3 | Water Drainage Recycling Conclusions and Recommendations Acknowledgements

Current Site Logistics Suburbia, USA Introduction Demolition Phase Project Background • Overview of Site Logistics Analysis 1 | Site • Structural Breadth Logistics Analysis • Cost and Schedule Steel Erection Phase Analysis 2 | Exterior Envelope Prefabrication Analysis 3 | Water Drainage Recycling Conclusions and Recommendations Acknowledgements Image Courtesy of The Whiting-Turner Contracting Company

New Site Logistics Suburbia, USA New Site Phasing Introduction Demolition Phase Steel Erection Phase Project Background • Overview of Site Logistics Analysis 1 | Site • Structural Breadth Logistics Analysis • Cost and Schedule Analysis 2 | Exterior Envelope Prefabrication Exterior Envelope Phase Analysis 3 | Water Drainage Recycling Conclusions and Recommendations Acknowledgements

Structural Breadth Suburbia, USA Tower Crane A Foundation Tower Crane B Foundation Introduction Project Background • Overview of Site Logistics Analysis 1 | Site • Structural Breadth Logistics Analysis • Cost and Schedule Analysis 2 | Exterior Envelope Prefabrication Analysis 3 | Water Drainage Recycling Conclusions and Recommendations Acknowledgements

Structural Breadth Suburbia, USA Tower Crane A Tower Crane B Introduction Tower Crane Specifications Project Background Tower Crane Specifications • Model: Linden Comansa 21LC550 • Model: Linden Comansa 21LC550 • Hook Height: 136.8 ft • Hook Height: 172.9 ft • Overview of Site Logistics • Analysis 1 | Site Jib Reach: 262.4 ft • • Structural Breadth Jib Reach: 262.4 ft Logistics Analysis • Cost and Schedule Analysis 2 | Exterior Envelope Prefabrication Analysis 3 | Water Drainage Recycling Foundation Specifications Foundation Specifications Rebar Size & Rebar Size & Conclusions and Concrete Strength Weight Concrete Strength Weight of Spacing (Both Spacing (Both W L T W L T Recommendations (f'c) of FDN. (f'c) FDN. Directions) Directions) Bottom Top Bottom Top Acknowledgements 5,000 psi 22'-6" 24'-0" 5'-10" #10@10" #10@10" 472 kips 5,000 psi 24'-6" 24'-6" 5'-10" #10@10" #10@10" 525 kips

Schedules Suburbia, USA Original Site Logistics Schedule New Site Logistics Schedule Introduction Original Schedule Summary New Schedule Summary Activities Duration Start Finish Activities Duration Start Finish Project Background Cinema-Dining Terrace Expansion 538 1-Jun-12 8-Jul-14 Cinema-Dining Terrace Expansion 497 1-Jun-12 12-May-14 Owner Internal Review/Approvals 162 1-Jun-12 29-Jul-13 Owner Internal Review/Approvals 162 1-Jun-12 29-Jul-13 Preconstruction 220 18-Sep-12 29-Jul-13 Preconstruction 220 18-Sep-12 29-Jul-13 • Overview of Site Logistics Dining Terrace Work 209 9-Jan-13 31-Oct-13 Dining Terrace Work 209 9-Jan-13 31-Oct-13 Analysis 1 | Site New Duration | 497 Days • Structural Breadth Site Work 171 10-Jan-13 12-Sep-13 10-Jan-13 20-Sep-13 Site Work 179 Logistics Analysis Garage Demolition 56 11-Mar-13 28-May-13 25-Mar-13 28-May-13 • Cost and Schedule Garage Demolition 46 Original Duration | 538 Days Garage Expansion Substructure Area 1 101 5-Mar-13 25-Jul-13 Garage Expansion Substructure Area 1 41 21-Feb-13 18-Apr-13 Garage Expansion Substructure Area 2 62 5-Mar-13 30-May-13 Garage Expansion Substructure Area 2 62 5-Mar-13 30-May-13 Savings | 41 workdays Theater Structural Steel Erection 55 17-May-13 5-Aug-13 15-Apr-13 28-May-13 Theater Structural Steel Erection 31 Analysis 2 | Exterior 57 total days Dining Terrace Structure 75 3-Jun-13 17-Sep-13 29-May-13 5-Aug-13 Dining Terrace Structure 48 Envelope Prefabrication Theater Service Area Structure 51 1-May-13 12-Jul-13 Theater Service Area Structure 30 15-Apr-13 24-May-13 Stair Structure 68 17-Apr-13 23-Jul-13 15-Apr-13 26-Jul-13 Stair Structure 73 Theater Roof 37 23-Jul-13 12-Sep-13 Theater Roof 37 28-May-13 18-Jul-13 Analysis 3 | Water Drainage Dining Terrace Roof 26 19-Jul-13 23-Aug-13 Dining Terrace Roof 26 5-Aug-13 10-Sep-13 Recycling Elevations Envelope 133 8-Jul-13 13-Jan-14 3-Jun-13 12-Sep-13 Elevations Envelope 72 Stairway Finishes 115 12-Jun-13 21-Nov-13 Stairway Finishes 115 15-Apr-13 25-Sep-13 Conclusions and Garage Rough-Ins & Finishes 229 8-Jul-13 10-Jun-14 Garage Rough-Ins & Finishes 229 12-Jun-13 2-May-14 Expansion Rough-Ins & Finishes 108 29-May-13 29-Oct-13 Expansion Rough-Ins & Finishes 108 29-May-13 29-Oct-13 Recommendations Theater Rough-Ins & Finishes 213 11-Jun-13 9-Apr-14 Theater Rough-Ins & Finishes 213 15-Apr-13 12-Feb-14 Theater Fit-Out 64 10-Apr-14 8-Jul-14 Theater Fit-Out 64 12-Feb-14 12-May-14 Project Completion 0 8-Jul-14 Project Completion 0 12-May-14 Acknowledgements

Costs Suburbia, USA Original Site logistics Costs New Site logistics Costs Introduction Original Tower Crane Logistics Costs New Tower Crane Logistics Costs Project Background Activity Duration Unit Total Activity Duration Unit Total Tower Crane Erection 3 days $ 28,536.00 Tower Crane Erection 3 days $ 57,072.00 • Overview of Site Logistics Demolition 15 days $ 249,360.00 Demolition 15 days $ 135,360.00 Analysis 1 | Site • Structural Breadth Steel Erection (1A-6A & 1B-6B) 52 days $ 616,512.00 Steel Erection (1A-6A & 1B-6B) 25 days $ 326,400.00 Logistics Analysis • Cost and Schedule Steel Erection (7A, 8A) 47 days $ 306,816.00 Steel Erection (7A, 8A) 47 days $ 306,816.00 Curtain Wall Installation 122 days $ 573,888.00 Curtain Wall Installation 37 days $ 333,888.00 Analysis 2 | Exterior $ 1,775,112.00 $ 1,159,536.00 Envelope Prefabrication Tower Crane Foundation 56 hrs $ 73,278.00 Tower Crane Foundation A 56 hrs $ 74,478.00 $ 1,848,390.00 Tower Crane Foundation B 56 hrs $ 80,978.00 Analysis 3 | Water Drainage Recycling $ 1,314,992.00 Conclusions and Savings | $533,398.00 Recommendations Additional Savings | $500,000.00/month = $1,000,000.00 Total Estimated Savings | $1,533,398.00 Acknowledgements

Analysis 2 | Exterior Envelope Prefab Suburbia, USA Introduction Project Background Analysis 1 | Site Logistics Analysis Opportunity: Analysis 2 | Exterior Stick building the exterior envelope is time consuming and Envelope labor intensive. Prefabrication Analysis 3 | Water Drainage Recycling Conclusions and Recommendations Acknowledgements

Analysis 2 | Exterior Envelope Prefab Suburbia, USA Original | Stick Built Redesign | Prefabrication Introduction Project Background Analysis 1 | Site Logistics Laborers | 8 Laborers | 2 Analysis Duration | 120 days Equipment | Tower Crane Analysis 2 | Exterior • Overview of Curtain Wall Envelope • Cost and Schedule Duration | 37 days Prefabrication Analysis 3 | Water Drainage Materials: Materials: Recycling - EIFS - EIFS Panels Conclusions and - Framing and Sheathing Image Courtesy of The Whiting- - Framing and Sheathing Recommendations Turner Contracting Company Panels Image Courtesy of KHS&S Acknowledgements