PLAN REVIEW FORMS FOR THE 2000 INTERNATIONAL CODES
PLAN REVIEW FORMS FOR THE 2000 INTERNATIONAL CODES
PLAN REVIEW FORMS FOR THE 2000 INTERNATIONAL CODES
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PROJECT<br />
<strong>PLAN</strong> <strong>REVIEW</strong> NO.<br />
FOUNDATIONS<br />
<strong>2000</strong> International Building Code<br />
CHAPTER 18<br />
CODE<br />
SECTION<br />
ITEM<br />
O.K.,<br />
COMMENT<br />
OR N/A<br />
CODE<br />
SECTION<br />
ITEM<br />
O.K.,<br />
COMMENT<br />
OR N/A<br />
1805 Footing Materials and Depth<br />
1804 Bearing Capacity of Soil<br />
1802.6 Soil Report and Recommendation<br />
1805.3 Footings on or Adjacent to Slopes<br />
1802.2.1 Questionable Soils<br />
1802.2.3 Ground Water Table<br />
1802.3.2,<br />
1805.8<br />
Expansive Soils<br />
1804.3 Lateral Sliding Resistance<br />
1805.4 Footing Design to Equalize Dead Load<br />
Soil Pressures<br />
1805.4.2 Footings Light Frame Construction<br />
1805.4.2.1 Concrete Footings F c<br />
$ 2500<br />
1805.5.1 Foundation Wall Thicknesses<br />
1807.2.8.5 Uplift Capacity<br />
1807.2.8.6 Bearing Capacity<br />
1807.2.23 Seismic Design<br />
1808.3 Structural Steel Piles<br />
1809.6 Concrete Filled Steel Pipe and Tube<br />
Piles<br />
1809 Cast in Place Concrete Piles<br />
1808.2 Precast Concrete Piles<br />
1808.1 Timber Piles<br />
1810 Composite Piles<br />
1809.7 Caisson Piles<br />
1806 Dampproofing and Waterproofing<br />
1811 Pier Foundations<br />
1805.4.5 Timber Footings<br />
1805.4.6 Wood Foundation System<br />
1807 Pier and Pile Foundations G N/A<br />
1807.2.1 Foundation Investigation<br />
1807.2.9 Lateral Support<br />
1807.2.4 Stability<br />
1807.2.6 Spacing<br />
1807.2.3 Pile Caps<br />
1807.2.22 Special Inspection<br />
1807.2.18 Use of Existing Piers or Piles<br />
1807.2.8 Allowable Pier and Pile Loads<br />
1807.2.8.2 Driving Formula Criteria<br />
1807.2.8.3 Load Tests<br />
1807.2.10 Use of Higher Allowable Stress<br />
1807.2.9.3 Allowable Lateral Loads<br />
FOUNDATIONS<br />
<strong>2000</strong> Plan Review Forms Page 19 of 60
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