Soil-Structure Interaction Seminar - Foundation Performance ...

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Section 6-52. Exceptions CITY OF WEST UNIVERSITY The following exceptions are made from the Standard Building Code adopted by this article: (1) (2) All roofs must have a Class C or better fire resistance as determined in accordance with Section 706 of the Building Code. All foundations for new construction of buildings, and foundation repairs involving the ( installation of piers, shall be signed and inspected by a registered professional engineer and shall meet all of the following requirements: (a) The foundation or foundation repair shall be illustrated in complete plans and specifications signed and sealed by the registered professional engineer. (b) The foundation design for new construction ofbuildings shall be based upon a soils "SR" report prepared by a recognized and reputable soils investigation agency or firm. EXCEPTION: <strong>Foundation</strong>s for single story accessory structures containing less than four hundred fifty feet (450) square feet of gross floor area do not require a soils report. (c) The foundation or foundation repair shall be inspected by the registered professional engineer and the engineer's report certifying the proper construction shall be submitted to the Building Official prior to additional work being done.
THE PLAINTIFF'S PERSPECTIVE by JAMES R. MORIARTY MORIARTY & ASSOCIATES
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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
Page 97: 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 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 158 and 159: July 21, 1994 Page 8 E. Defenses to
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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