W R I G H T E N G I N E E R I N GBY:

CHAMPION HEIGHTS COMMERCIAL BUILDING

ERIC BEALSRYAN KRAUSE

CAMERON MILLERRANDY RODRIGUEZ

HORACIO MONTEJANO

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

SITE LOCATION

Eric Beals

PROPOSED SITE LAYOUT

Eric Beals

DESIGN SCHEDULE

PRIMAVERA P6 DESIGN SCHEDULE

• Planning

• Monitoring

• Reporting Horacio Montejano

BUILDING SPECIFICATIONS

• 3 Floors• 63,000 SF office

building

• Glass, Stucco and brick exterior

Ryan Krause

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

ENVIRONMENTAL

• Must Follow Texas Commission on Environmental Quality Guidelines • Minimal Tree Removal • No Indications of

Hazardous Materials or any Area of Contamination

Randy Rodriguez

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

BORING LOG

1

2

2. SHALLOW LIMESTONE STRATA

1. HIGH PLASTICITY INDEX

Horacio Montejano

FOUNDATION ANALYSIS

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• Divide foundation layout into 8 strips

• Analyze each strip for the shear & moment developed by the line of column loads

Horacio Montejano

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

FOUNDATION DESIGN

Foundation Type Selected:BEAM & SLAB Foundation (Slab is suspended)!

WHY?• Simple Economics:

Less Steel+Less ConcreteSavings!

• Rigid Design• Reduction in Differential

Settlement

• High F.S.

• Eases Construction

• Floor slab is entirely isolated from expansive soils Horacio Montejano

STRUCTURAL OVERVIEW

Office Building 3-Stories:• Concrete Structure• Decking (One-Way Joist 2’ Module)• Braced Frame (CMU Walls)

Randy Rodriguez

CIVIL DESIGN

• Grading• Existing conditions 8’ elevation change• Proposed conditions 3’ Change in elevation (parking

grade .5%)• 3’ deep detention

Eric Beals

CIVIL DESIGN

• Storm Detention • 98,000 cubic feet• 12” outlet• 1’ freeboard

Eric Beals

CIVIL DESIGN

• SW3P • 662LF OF Silt Fence• 3 Rock Filter Berms

Eric Beals

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

PAVEMENT DESIGN

From Geotech Report and Analysis S.N.-2.22 Concrete Asphalt Layer

2-inch Base Layer

8-inches

Cameron Miller

COST ESTIMATE

Cameron Miller