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Presented By: Derek Snover Construction Management Project Overview CM Analysis 1 Gaining Higher LEED Rating CM Analysis 2 ICRA Plan Structural Redesign Pre-cast Hollowcore Planks Mechanical Analysis Rainwater


  1. Presented By: Derek Snover Construction Management

  2. � Project Overview � CM Analysis 1 – Gaining Higher LEED Rating � CM Analysis 2 – ICRA Plan � Structural Redesign – Pre-cast Hollowcore Planks � Mechanical Analysis – Rainwater Collection System � Research Topic – Closing the Gap Derek Snover Construction Management

  3. Project Overview CM Analysis 1 � Owner: Lehigh Valley Hospital CM Analysis 2 � Construction Manager: Whiting-Turner Structural Redesign � Architect: Freeman White, Inc. Mechanical Analysis � Total Project Cost: $181 million Research Topic � Project Schedule: June 2005 – December 2008 Conclusions Questions � Project Size: 310,000 sq ft Addition � Project Delivery Method: Design Build Derek Snover Construction Management

  4. Project Overview CM Analysis 1 � Currently Silver Rated ~ 33 points CM Analysis 2 Focused on: Structural Redesign • On site recycling - 75% material Mechanical Analysis • Regional Materials (500 mi radius) Research Topic • Recycled Content – 10% Conclusions Questions • Low VOC Materials Derek Snover Construction Management

  5. Project Overview CM Analysis 1 � Proposed Gold Total ~ 41 points CM Analysis 2 Sustainable Sites (1 Credit Each) Structural Redesign • SS Credit 6.1: Storm water Design - Quantity Control Mechanical • SS Credit 6.2: Storm water Design - Quality Control Analysis Water Efficiency (1 Credit Each) Research Topic • WE Credit 2: Innovative Wastewater Technologies Conclusions • WE Credit 3.1: Water Use Reduction - 20% Reduction Questions • WE Credit 3.2: Water Use Reduction - 30% Reduction Derek Snover Construction Management

  6. Project Overview CM Analysis 1 � Proposed Gold Total ~ 41 points CM Analysis 2 Energy & Atmosphere (1 Credit Each) Structural Redesign • EA Credit 2: On Site Renewable Energy 2.5% = 1 point Mechanical Analysis 7.5% = 2 points 12.5% = 3 points Research Topic • EA Credit 6: Green Power Conclusions Materials & Resources (1 Credit Each) Questions • MR Credit 6: Rapidly Renewable Materials Derek Snover Construction Management

  7. Project Overview PRECAUTION CLASS Construction Project Type CM Analysis 1 TYPE D Patient Risk Group TYPE A TYPE B TYPE C CM Analysis 2 LOW Risk Group I II II III/IV Structural MEDIUM Risk Group I II III IV Redesign HIGH Risk Group I II III/IV IV Mechanical HIGHEST Risk Group II III/IV Analysis III/IV IV Research Recommendations: Topic � Use solid partition walls Conclusions � HEPA filtered buffer space Questions � HEPA vacuum cleaner � Sticky mats at each entrance � HEPA filters on existing HVAC system Derek Snover Construction Management

  8. Project Overview Project Phasing CM Analysis 1 CM Analysis 2 Structural Redesign Mechanical Analysis Research Topic Conclusions Questions Derek Snover Construction Management

  9. Project Overview Existing System: CM Analysis 1 � 3” 20 Gauge Galvanized Deck CM Analysis 2 � 3.25” Elevated Concrete Slab Structural Redesign Mechanical Analysis Research Topic Proposed System: Conclusions � 10” Precast Concrete Hollowcore Planks Questions Goals: � Reduce Schedule Time and Labor Costs � Compare Schedule, Material and Labor of Both Systems Derek Snover Construction Management

  10. Project Overview CM Analysis 1 CM Analysis 2 Structural Redesign Mechanical Analysis Research Topic Conclusions Questions � Changed W16x26 (down the middle) to W21x57 (typical at the edge) � Eliminated all the beams between the red lines Derek Snover Construction Management

  11. Project Overview CM Analysis 1 Schedule Material Labor Concrete Slab on CM Analysis 2 69 $822,718.22 $13,896.55 Metal Deck Structural Precast Concrete Redesign 51 $1,632,013.37 $2,697.44 Hollowcore Planks Mechanical Analysis SOMD PCHP (Including Structural System) Research Grand Totals $2,171,362.09 $2,605,572.14 $2,171,362.09 $2,605,572.14 Topic Conclusions Conclusions: Questions � Able to reduce schedule time and labor costs � Doubled the concrete material costs � Able to make up costs in reduced structural members Derek Snover Construction Management

  12. Project Overview Introduction CM Analysis 1 � Allentown, PA average rainfall = 43.71 inches CM Analysis 2 � 41,701.4 sq ft of roof area Structural Redesign � Lots of toilets in the 188 private patient rooms Mechanical Analysis � Use to add 3 possible LEED credits Research Topic Conclusions Questions Derek Snover Construction Management

  13. Project Overview Rainwater Harvesting System CM Analysis 1 Roof Area (SF) Phase A Phase B Phase C Total CM Analysis 2 20,158.50 5,499.12 16,043.80 41,701.40 Structural Rainfall Total Redesign Annual Roof Area Rainfall Volume Volume Volume Mechanical (SF) (in/12) (cu ft/yr) (gal/yr) (gal/day) Analysis 1,128,597.3 41,701.40 43.71 151,897.35 1 3,092.05 Research Topic Toilets Urinals Waterless Urinals Conclusions 206 6 Total Deman 6 Flushes per 8 Flushes per Questions Quantity Rate (GPF) d day (gal) day (gal) 206.00 1.60 329.60 1,977.60 2,636.80 DEMAND < AVAILABLE DEMAND < AVAILABLE Derek Snover Construction Management

  14. Project Overview CM Analysis 1 Collection System CM Analysis 2 Rainfilters of Texas: 265 gallon capacity / 151 sq ft of roof Structural Redesign 41,701.4 SF/151 SF = 276.17 SF Mechanical 276.17 SF (265 gal) = 73,185 gallons Analysis Holding Tanks Research Topic Largest tank that would fit : Conclusions 4,500 gallon (142” Ø, 91” height) Questions 73,185 / 4,500 = 16 tanks Derek Snover Construction Management

  15. Project Overview CM Analysis 1 CM Analysis 2 Structural Redesign Mechanical Analysis Research Topic Conclusions Questions Derek Snover Construction Management

  16. Project Overview CM Analysis 1 Problem CM Analysis 2 Generation gap between older generations and today’s Structural generation in understanding the benefits and Redesign Mechanical effectiveness of Green Building Design. Analysis Solution Research Topic � Hold seminars Conclusions � Push harder to convince owners Questions � Make Green Building Design a priority � Green Building products cheaper, more mainstream Derek Snover Construction Management

  17. Project Overview CM Analysis 1 Interesting Note: CM Analysis 2 “I am not sure what gap exists. People often say there is a generation gap, but what does this mean? I think one could do a thesis paper on Structural this topic alone: The Generation Gap: Fact or Fiction? Redesign Mechanical I think my generation (Baby Boomers) started programs focused on Analysis saving the planet back in the late 60’s and early 70’s. Research Topic Green Design is not new. What is new is that it has become very Conclusions organized. Back in the 1970’s during the first oil crisis, everyone was looking into ways to create passively energy saving devices for Questions buildings, including solar air conditioning.” - Gary Smith PBS&J Derek Snover Construction Management

  18. Project Overview LEED Rating CM Analysis 1 � Possible to achieve GOLD status, 41 points CM Analysis 2 ICRA Plan Structural � Class IV plan required Redesign • Plan to use solid wall barriers with HEPA filtered clean room Mechanical • HEPA vacuum cleaners and sticky mats at all entrances Analysis • Optimal phasing to provide cleanest environment Research Structural Redesign Topic � Reduced schedule time (18 days) and labor costs ($11,199) Conclusions � Reduced structural steel member amount Questions Mechanical Analysis � Harvest 1,128,597.31 gallons/year � Eliminated 100% grey water demand � 16 tanks required to contain harvested water Derek Snover Construction Management

  19. Project Overview CM Analysis 1 Acknowledgments CM Analysis 2 � Whiting-Turner Structural Redesign Mechanical • Eden Evans Analysis Research � Penn State AE Faculty Topic Conclusions � Friends & Family Questions Derek Snover Construction Management

  20. Project Overview CM Analysis 1 CM Analysis 2 Structural Redesign Mechanical Analysis Research Topic Conclusions Questions Derek Snover Construction Management

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