champion heights commercial building
DESCRIPTION
ERIC BEALS RYAN KRAUSE CAMERON MILLER RANDY RODRIGUEZ HORACIO MONTEJANO. CHAMPION HEIGHTS COMMERCIAL BUILDING. WRIGHT ENGINEERING By:. Champion Heights Commercial Building. Purpose: - PowerPoint PPT PresentationTRANSCRIPT
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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
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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
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SITE LOCATION
Eric Beals
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PROPOSED SITE LAYOUT
Eric Beals
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DESIGN SCHEDULE
PRIMAVERA P6 DESIGN SCHEDULE • Planning• Monitoring• Reporting Horacio Montejano
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BUILDING SPECIFICATIONS
• 3 Floors• 63,000 SF office
building
• Glass, Stucco and brick exterior
Ryan Krause
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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
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ENVIRONMENTAL
• Must Follow Texas Commission on Environmental Quality Guidelines • Minimal Tree Removal • No Indications of
Hazardous Materials or any Area of Contamination
Randy Rodriguez
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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
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BORING LOG
1
2
2. SHALLOW LIMESTONE STRATA1. HIGH PLASTICITY INDEX
Horacio Montejano
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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
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FOUNDATION ANALYSISDetermine: 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
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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
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STRUCTURAL OVERVIEWOffice Building 3-Stories:• Concrete Structure• Decking (One-Way Joist 2’ Module)• Braced Frame (CMU Walls)
Randy Rodriguez
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CIVIL DESIGN• Grading• Existing conditions 8’ elevation change• Proposed conditions 3’ Change in elevation (parking
grade .5%)• 3’ deep detention
Eric Beals
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CIVIL DESIGN• Storm Detention • 98,000 cubic feet• 12” outlet• 1’ freeboard
Eric Beals
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CIVIL DESIGN• SW3P • 662LF OF Silt Fence• 3 Rock Filter Berms
Eric Beals
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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
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PAVEMENT DESIGN
From Geotech Report and Analysis S.N.-2.22 Concrete Asphalt Layer
2-inch Base Layer
8-inches
Cameron Miller
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COST ESTIMATE
Cameron Miller