New Regional Medical Center East Norriton, PA Brian J. Nahas - PowerPoint PPT Presentation

New Regional Medical Center East Norriton, PA Brian J. Nahas [Construction Management Option] Advisor: Dr. Robert Leicht

New Regional Medical Center East Norriton, PA implement virtual design and construction processes to identify options & trends in design, construction, and facility management Brian J. Nahas [Construction Management Option] Advisor: Dr. Robert Leicht

New Regional Medical Center East Norriton, PA Design Preconstruction Construction Turnover • Atrium Curtain Wall • 3D Quantity Takeoff • Steel Trending • Industry Research Project Background Recommendations & Estimating • Pour Strip System • Crane Logistics • FM Dashboard • FM Interact

New Regional Medical Center Project Background East Norriton, PA Owner’s Goals Location Project Team Members Presentation Outline service to the community East Norriton, PA • • I. Project Background hosting excellence in clinical care 84-acre former golf course • • fulfill the void in healthcare in Montgomery County access to major highways and state roads • • II. VDC Implementation I. Design I. Atrium Curtain Wall II. Pour Strip System Norristown Farm Park • Goal to preserve 1/3 of the campus as green space • II. Preconstruction I. 3D QTO & Estimating “From its soaring atrium to its advanced imaging services, the center's III. Construction Hospital I. Steel Trending architectural elegance is matched by top tier patient care capabilities.” Campus II. Crane Logistics Barry Freedman, President & CEO IV. Turnover I. FM Documentation II. FM Interact III. Recommendations Center City IV. Acknowledgements Philadelphia Brian J. Nahas [Construction Management Option]

New Regional Medical Center Project Background East Norriton, PA Building Program Systems & Engineering Architecture Presentation Outline 146 beds emergency care cast-in-place spread footings & foundation walls precast panels • • • • I. Project Background glazing units medical/surgical trauma center (pending) structural steel system [30’ x 30’ grid] • • • • intensive care LEED certification (pending) W12 & W14 columns| 1 st & 3 rd floor splices curtain wall glazing • • • • II. VDC Implementation I. Design neo-natal composite decking metal panel • • • I. Atrium Curtain Wall II. Pour Strip System composite curtain wall façade Split-faced masonry block • • II. Preconstruction I. 3D QTO & Estimating III. Construction I. Steel Trending II. Crane Logistics IV. Turnover I. FM Documentation II. FM Interact III. Recommendations IV. Acknowledgements Brian J. Nahas [Construction Management Option]

New Regional Medical Center Project Background East Norriton, PA Construction Program & Logistics Presentation Outline $147 million | CM at Risk contract I. Project Background Construction Schedule: July 6, 2010 – August 31, 2012 II. VDC Implementation I. Design I. Atrium Curtain Wall II. Pour Strip System Staff Training: August 8 – October 15, 2012 II. Preconstruction I. 3D QTO & Estimating Opening Day: September 29, 2012 III. Construction I. Steel Trending II. Crane Logistics IV. Turnover I. FM Documentation II. FM Interact III. Recommendations IV. Acknowledgements Brian J. Nahas [Construction Management Option]

New Regional Medical Center Design East Norriton, PA Architectural Breadth Analysis Presentation Outline improve curtain wall constructability • I. Project Background addition of public space • modularization of glazing panels • II. VDC Implementation I. Design I. Atrium Curtain Wall II. Pour Strip System II. Preconstruction I. 3D QTO & Estimating III. Construction System Cost I. Steel Trending Floor System $8,450 II. Crane Logistics Structural Steel $24,338 IV. Turnover GWB $3,280 I. FM Documentation II. FM Interact Finishes $87,387 III. Recommendations Redesign Total $123,455 IV. Acknowledgements Brian J. Nahas [Construction Management Option]

New Regional Medical Center Design East Norriton, PA I T IS UNDERSTOOD THAT THIS DESIGN DECISION Structural Breadth Analysis MAY CREATE CONSTRUCTION ISSUES , AND Presentation Outline AREAS FOR DELAY . A LTHOUGH THIS DECISION Pour Strip Assembly* Existing System: I. Project Background DOES NOT SIMPLIFY THE AEC’ S PROJECT Foundation System $59,512 2 pour stops per floor II. VDC Implementation • Structural Columns $61,217 APPROACH , IT EASES THE MAINTENANCE AND I. Design I. Atrium Curtain Wall Structural Beams $101,826 LIFECYCLE CONTROL OF THE SPACE … F OCUS II. Pour Strip System 125 foot offset from east & • Slab on Grade $684 ON COST SAVINGS . west end wall II. Preconstruction Slab on Metal Deck $9,230 I. 3D QTO & Estimating R ICHARD M ONTALBANO , P ROJECT M ANAGER , E INSTEIN Reinforcing $7,303 H EALTHCARE N ETWORK III. Construction requires building enclosure & • I. Steel Trending Total: $239,772 temperature regulation II. Crane Logistics IV. Turnover I. FM Documentation II. FM Interact *quantities derived through Revit design alternates III. Recommendations IV. Acknowledgements Brian J. Nahas [Construction Management Option]

New Regional Medical Center Design East Norriton, PA Structural Breadth Analysis Presentation Outline Method: Expansion Joint Assembly Diff. Outcome: I. Project Background calculate design tolerance & joint gap • Foundation System $32,758 -45% 2 expansion joints per floor • II. VDC Implementation Structural Columns $60,671 -1% I. Design size structural steel members • I. Atrium Curtain Wall Structural Beams $101,826 - II. Pour Strip System tributary area 2” structural gap • • Slab on Grade $684 - load calculation • II. Preconstruction Slab on Metal Deck $8,552 I. 3D QTO & Estimating +7% locate splices use W12 x 50 & W12 x 40 • • Reinforcing $8,613 III. Construction design member per AISC Table 4-1 +18% • I. Steel Trending Expansion Joint Covers $40,289 13’ x 13’ x 30” • +100% II. Crane Logistics size spread footings per column case #7 bars each way 6” oc • Misc. Steel Angle $44,177 IV. Turnover +100% I. FM Documentation Total: $297,570 II. FM Interact +24% model redesign 13.5’ x 13.5’ x 30” • • III. Recommendations #7 bars each way 6” oc export quantities for estimate IV. Acknowledgements • Brian J. Nahas [Construction Management Option]

New Regional Medical Center Preconstruction East Norriton, PA 3D Quantity Takeoff Model Estimating Time Savings Estimate Accuracy Presentation Outline Method: I. Project Background create schedule of materials • export to excel • II. VDC Implementation 99.5% 98.5% I. Design reference cost database • I. Atrium Curtain Wall 89.0% 89.3% II. Pour Strip System include non-modeled elements • 80.0% 80.0% 76.0% produce estimate • II. Preconstruction I. 3D QTO & Estimating III. Construction Outcome: I. Steel Trending II. Crane Logistics CIP Concrete: +10.7% from as-built costs IV. Turnover I. FM Documentation Structural Steel: +0.5% from as-built costs II. FM Interact 7.5% improvement on Gilbane’s method 20.0% III. Recommendations IV. Acknowledgements [2009] Interior [2010] Curtain Wall [2012] CIP [2012] Structural Partition Concrete Steel Brian J. Nahas [Construction Management Option]

New Regional Medical Center Construction East Norriton, PA Steel Trending Presentation Outline I. Project Background II. VDC Implementation A T EACH EXCHANGE POINT A THOROUGH UNDERSTANDING IS I. Design I. Atrium Curtain Wall NEEDED OF WHO IS INVOLVED , WHAT SOFTWARE IS INVOLVED , II. Pour Strip System AND WHAT DATA NEEDS TO BE EXCHANGED ( OR CAN BE II. Preconstruction I. 3D QTO & Estimating EXCHANGED ) AND WHAT THE DATA WILL BE USED FOR .” III. Construction L UKE F AULKNER , AISC D IRECTOR OF I NFORMATION T ECHNOLOGY I NITIATIVES I. Steel Trending II. Crane Logistics IV. Turnover I. FM Documentation II. FM Interact III. Recommendations IV. Acknowledgements Brian J. Nahas [Construction Management Option]

New Regional Medical Center Construction East Norriton, PA Critical Pick Workflow Trending By Elevation Steel Trending Column Splice [Lift 3] Column Splice [Lift 1] Column Splice [Lift 2] Presentation Outline Revit data to Excel Pivot Table & Chart • 17.5 17.5 I. Project Background Tonnage of Critical Steel Member II. VDC Implementation I. Design I. Atrium Curtain Wall II. Pour Strip System 11.4 10.9 II. Preconstruction I. 3D QTO & Estimating 8.3 7.3 III. Construction I. Steel Trending 5.4 II. Crane Logistics 3.8 3.5 3.6 3.5 3.5 3.1 3.0 2.9 2.9 IV. Turnover 2.2 2.5 2.3 2.3 1.7 I. FM Documentation 1.3 1.1 1.1 II. FM Interact 0.5 0.5 0.5 0.4 0.2 0.1 III. Recommendations Sector A Sector B Sector C Sector D Sector D Sector A Sector B Sector C Sector D Sector A Sector B Sector C Sector D Sector A Sector A Sector B Sector A Sector B Sector A Sector B Sector A Sector B Sector A Sector B Sector A Sector B Sector A Sector A Sector A Sector B IV. Acknowledgements 00'-0" 04'- 14'-8" 29'-4" 31'- 36'-8" 44'-0" 51'-1" 58'-8" 70'-10" 73'-4" 77'- 90'- 91'-2" 0' 4" 0" 0 3/8" Brian J. Nahas [Construction Management Option]