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Published byDamian Harrison Modified over 9 years ago
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WRIGHT ENGINEERING BY: CHAMPION HEIGHTS COMMERCIAL BUILDING ERIC BEALS RYAN KRAUSE CAMERON MILLER RANDY 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 STRATA 1. HIGH PLASTICITY INDEX Horacio Montejano
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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
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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
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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
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STRUCTURAL OVERVIEW Office 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
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