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CHAMPION HEIGHTS COMMERCIAL BUILDING

ERIC BEALS RYAN KRAUSE CAMERON MILLER RANDY RODRIGUEZ HORACIO MONTEJANO. CHAMPION HEIGHTS COMMERCIAL BUILDING. WRIGHT ENGINEERING By:. Champion Heights Commercial Building. Purpose:

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CHAMPION HEIGHTS COMMERCIAL BUILDING

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  1. ERIC BEALS RYAN KRAUSE CAMERON MILLER RANDY RODRIGUEZ HORACIO MONTEJANO CHAMPION HEIGHTS COMMERCIAL BUILDING WRIGHT ENGINEERING By:

  2. Champion Heights Commercial Building Purpose: The goal of our project is to design a commercial building to meet the needs for the growing community of Boerne, TX. Scope: • Design of 63,000sf concrete building • Drainage and Detention study • Onsite Parking Area, Drainage, Water, Sewer Improvements • Offsite Streets, Drainage, Water, and Sanitary Extension Improvements. • Construction Documents Eric Beals

  3. SITE LOCATION Eric Beals

  4. PROPOSED SITE LAYOUT Eric Beals

  5. Design schedule • PRIMAVERA P6 DESIGN SCHEDULE • Planning • Monitoring • Reporting HoracioMontejano

  6. BUILDING SPECIFICATIONS • Glass, Stucco and brick exterior • 3 Floors • 63,000 SF office building Ryan Krause

  7. LOADS AND ANALYSIS • Loads Considered: • Dead • Live • Wind • Code used: • ASCE 7-10 • Drawings done with: • AutoCAD Civil 3D 2011 • Google SketchUp • Analysis done with: • SAP2000 15 • Rain • Snow • Seismic Ryan Krause

  8. ENVIRONMENTAL • Must Follow Texas Commission on Environmental Quality Guidelines • Minimal Tree Removal • No Indications of Hazardous Materials or any Area of Contamination Randy Rodriguez

  9. GREEN DESIGN • Green Building Materials: • 10% Fly Ash incorporated into foundation • Use of Local Materials encouraged • Contractors must provide construction waste management plan • Energy Efficient Appliances: • Low Flow Toilets • Low Flow Faucets • Waterless Urinals • LED Lighting W/ Motion SENSORS • Up to 30% in energy & water savings expected! • Optional Roof Garden: • Native Drought resistant Plants to absorb CO2 HoracioMontejano

  10. BORING LOG 2 1 1. HIGH PLASTICITY INDEX 2. SHALLOW LIMESTONE STRATA HoracioMontejano

  11. FOUNDATION ANALYSIS 8 6 5 4 1 2 7 3 • Divide foundation layout into 8 strips • Analyze each strip for the shear & moment developed by the line of column loads HoracioMontejano

  12. FOUNDATION ANALYSIS Determine: • Effective depth of Shear Prism for diagonal tension shear @ pu(max)=577.55 Kips; D=20” • Maximum Positive & Negative Moments (Interior & Exterior) (+) Interior = 1269.97 k-ft (-) Interior = 186.05 k-ft (+) Exterior = 958.21 k-ft (-) Exterior = 109.75 k-ft • Steel reinforcement • Conventional Grade 60 Rebar HoracioMontejano

  13. FOUNDATION DESIGN • Foundation Type Selected: BEAM & SLAB Foundation (Slab is suspended)! • WHY? • Simple Economics: • Less Steel • + • Less Concrete • Savings! • Rigid Design • Reduction in Differential Settlement • High F.S. • Eases Construction • Floor slab is entirely isolated from expansive soils HoracioMontejano

  14. Structural Overview Office Building 3-Stories: • Concrete Structure • Decking (One-Way Joist 2’ Module) • Braced Frame (CMU Walls) Randy Rodriguez

  15. CIVIL DESIGN • Grading • Existing conditions 8’ elevation change • Proposed conditions 3’ Change in elevation (parking grade .5%) • 3’ deep detention Eric Beals

  16. CIVIL DESIGN • Storm Detention • 98,000 cubic feet • 12” outlet • 1’ freeboard Eric Beals

  17. CIVIL DESIGN • SW3P • 662LF OF Silt Fence • 3 Rock Filter Berms Eric Beals

  18. UTILITY LAYOUT • Water • R.O.W. regulation • 12-inch main extension boring under HWY 46. • Total Length 438 LF • 3-inch water lateral • Service demand 14 edus • Sewer • 8-inch 5.8% slope • Capacity 251edus Cameron Miller

  19. PAVEMENT DESIGN • From Geotech Report and Analysis • S.N.-2.22 • Concrete Asphalt Layer • 2-inch • Base Layer • 8-inches Cameron Miller

  20. COST ESTIMATE Cameron Miller

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