Soil-Structure Interaction Seminar - Foundation Performance ...

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CURRENT PRACTICES FOR DESIGN OF TRACT HOME FOUNDATIONS IN HOUSTON by LOWELL D. BRUMLEY, P.E. TSG CONSULTANTS, INC.
EXPERIENCE FOR LOWELL D. BRUMLEY, P.E. April 1993 to Present: Chief Engineer for TSG Consultants, Inc., a small structural engineering firm that does design for home builders, architects, etc. March 1989 - April 1993: Chief engineer for Structural Engineering Consultants, Inc., a small structural engineering firm that performs design and inspection work for .several large residential home builders, architects, etc. April 1986 - March 1989: Chief engineer for Gemcraft Homes, Inc. design for all major cities in•which they FRW and Associates, the design subsidiary for Responsibilities included direct supervision and structural components for production homes in all build. Mid-August 1982 - April 1986: Chief engineer for MFI Associates, Inc., a small consultant firm, which designed post-tension foundations, shopping centers, warehouses, medical buildings, etc. June 1981 - Mid-August 1982: Chief design engineer for Amega Construction. I was directly responsible and supervised all the design, production, and quality control of precast products for a total of 6 projects, which used a patented column, beam, joist system to build warehouses, industrial buildings, and office spaces. The average project size was 60,000 sq. ft. The average shell cost was $1,000,000 per project. Additional responsibilities included the preparation of preliminary designs for marketing, the supervision of all drafting personnel, and the coordination of design projects with our overseas home office. June 1979 - May 1981: Employed by Everman Corporation and was directly responsible for the design of all the precast components for jobs ranging from 500,000 sq. ft. parking garages to the new Dallas County jail. Design included all component and connection designs, plus wind and gravity analysis of the structures. January 1978 - May 1979: Employed by Brockette/Davis/Drake, Inc. EDUCATION From 1971 to 1977, attended the University of Texas at Arlington, and received a Bachelor of Science in Civil Engineering (12/20/76) and a Master of Science in Civil Engineering (12/19/77). PROFESSIONAL AFFILIATIONS American Society of Civil Engineers. Currently registed to practice in 13 states.
Page 1: SOIL STRUCTURE INTERACTION SEMINA
Page 4 and 5: FOUNDATION FAILURE DEFINED IN TERMS
Page 8 and 9: FOUNDATION FAILURE DEFINED IN TERMS
Page 11 and 12: FOUNDATION FAILURE IN THE HOUSTON A
Page 13 and 14: FOUNDATION FAILURES IN THE HOUSTON
Page 15 and 16: Inspections of the foundation had b
Page 18 and 19: J CASE NO. 10 - THE USE OF SPREAD F
Page 26 and 27: GARAGE 0" ·-0.2" -0.8 11 -0.3" •
Page 29 and 30: V) IJ.J u
Page 33: • +0.3" +0.5" • 0 10 I SCALE IN
Page 42 and 43: INTRODUCTION CURRENT PRACTICES FOR
Page 44 and 45: and rigidity to control, dissipate
Page 47: 4.0 DESIGN PARAMETERS 4.1 General T
Page 62: I I. I I APPENDIX B TYPICAL GENERAL
Page 66: FUTURE OF POST-TENSIONED SLABS ON G
Page 72 and 73: GUIDLINES FOR GEOTECHNICAL DESIGN,
Page 74 and 75: GEOTECHNICAL GUIDELINES FOR DESIGN,
Page 76 and 77: INTRODUCTION The variable subsoil c
Page 78 and 79: South, Southwest, Southeast, and pa
Page 81 and 82: Geotechnical Foundation Design Crit
Page 83 and 84: Foundation Design Considerations In
Page 85 and 86: Vegetation Control We recommend tre
Page 87 and 88: 8. The subgrade and fill moisture c
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Concrete Placement Monitoring The c
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Area drains can be used around the
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Inspections Every homeowner should
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Moisture Barriers Moisture barriers
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RECOMMENDED QUALITY CONTROL AND INS
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FOUNDATION REPAIR TECHNIQUES FOR RE
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PROFESSIONAL RESUME of DONALD E. LE
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FOUNDATION REPAIR TECHNIQUES PAGE 1
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FOUNDATION REPAIR TECHNIQUES PAGE40
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A P P E N D I X- DRAWINGS SAMPLE FO
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EXAMPLE OF HELICAL ANCHORS Pipe Typ
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RESIDENTIAL SOIL AND FOUNDATION REQ
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Section 6-52. Exceptions CITY OF WE
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Soil Structure Interaction Seminar
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July 21, 1994 Page3 corporation, as
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Residential Construction Liability
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July 21, 1994 Page 8 E. Defenses to
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The Texas Deceptive Trade Practices
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construction or design of the house
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(5) Arguably, implied warranties do
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(3) Includes any diminution in mark
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D. Who Is a Proper Plaintiff? 1. An
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a. claimant's damages are limited t
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a. May be based on hearsay (i.e., e
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d. The Broker (1) Absent specific a
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VI. More Honored in the Breach HORA
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