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

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 Horacio Montejano

6. BUILDING SPECIFICATIONS 3 Floors 63,000 SF office building Glass, Stucco and brick exterior 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  Optional Roof Garden : Native Drought resistant Plants to absorb CO2  Energy Efficient Appliances: Low Flow Toilets Low Flow Faucets Waterless Urinals LED Lighting W/ Motion SENSORS Up to 30% in energy & water savings expected! Horacio Montejano

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

11. FOUNDATION ANALYSIS 1 2 3 4 56 7 8 Divide foundation layout into 8 strips Analyze each strip for the shear & moment developed by the line of column loads Horacio Montejano

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

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 Horacio Montejano

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 251 edus 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