Soil-Structure Interaction Seminar - Foundation Performance ...

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July 21, 1994 Page 8 E. Defenses to Liability §27.003 & §27.004 1. Normal wear, tear, and deterioration. 2. Normal shrinking due to the drying or settlement of construction components within the tolerance of building standards. 3. Damages not proximately caused by the alleged construction defect. 4. Damages proportionally reduced by percentage due to failure by anyone other than contractor-- including the Owner-- to take reasonable action to maintain- -t-he residence. 5. Contractor reasonably relied upon written government information that was false or inaccurate. 6. Unlike the DTPA, all common law defenses apply to RCLA claims. 7. Abatement, if no or insufficient notice given
TEXAS DECEPTIVE TRADE PRACTICES ACT AND FOUNDATION CASES: THE DEFENDANT'S PERSPECTIVE OR ARE FOUNDATION CASES ALL THEY ARE CRACKED UP TO BE? by DANIEL F. SHANK DAVIS & SHANK, P.C.
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SOIL STRUCTURE INTERACTION SEMINA
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FOUNDATION FAILURE DEFINED IN TERMS
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FOUNDATION FAILURE DEFINED IN TERMS
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FOUNDATION FAILURE IN THE HOUSTON A
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FOUNDATION FAILURES IN THE HOUSTON
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Inspections of the foundation had b
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J CASE NO. 10 - THE USE OF SPREAD F
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GARAGE 0" ·-0.2" -0.8 11 -0.3" •
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V) IJ.J u
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• +0.3" +0.5" • 0 10 I SCALE IN
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CURRENT PRACTICES FOR DESIGN OF TRA
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INTRODUCTION CURRENT PRACTICES FOR
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and rigidity to control, dissipate
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4.0 DESIGN PARAMETERS 4.1 General T
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I I. I I APPENDIX B TYPICAL GENERAL
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FUTURE OF POST-TENSIONED SLABS ON G
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GUIDLINES FOR GEOTECHNICAL DESIGN,
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GEOTECHNICAL GUIDELINES FOR DESIGN,
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INTRODUCTION The variable subsoil c
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South, Southwest, Southeast, and pa
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Geotechnical Foundation Design Crit
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Foundation Design Considerations In
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Vegetation Control We recommend tre
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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
Page 108 and 109: FOUNDATION REPAIR TECHNIQUES FOR RE
Page 110 and 111: PROFESSIONAL RESUME of DONALD E. LE
Page 112 and 113: FOUNDATION REPAIR TECHNIQUES PAGE 1
Page 115: FOUNDATION REPAIR TECHNIQUES PAGE40
Page 119: A P P E N D I X- DRAWINGS SAMPLE FO
Page 138 and 139: EXAMPLE OF HELICAL ANCHORS Pipe Typ
Page 141: RESIDENTIAL SOIL AND FOUNDATION REQ
Page 148 and 149: Section 6-52. Exceptions CITY OF WE
Page 151 and 152: Soil Structure Interaction Seminar
Page 153 and 154: July 21, 1994 Page3 corporation, as
Page 156 and 157: Residential Construction Liability
Page 161 and 162: The Texas Deceptive Trade Practices
Page 163 and 164: construction or design of the house
Page 165: (5) Arguably, implied warranties do
Page 168 and 169: (3) Includes any diminution in mark
Page 171 and 172: D. Who Is a Proper Plaintiff? 1. An
Page 173 and 174: a. claimant's damages are limited t
Page 176: a. May be based on hearsay (i.e., e
Page 179 and 180: d. The Broker (1) Absent specific a
Page 181: VI. More Honored in the Breach HORA
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Soil-Structure Interaction Seminar - Foundation Performance ...

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