 |
Los Angeles County |
 |
Code of Ordinances |
|
|
Title 26. BUILDING CODE |
|
|
CHAPTER 7A [SFM] - MATERIALS AND CONSTRUCTION METHODS FOR EXTERIOR WILDFIRE EXPOSURE |
| § 701A.1. Scope. |
| § 701A.3. Application. |
| § 701A.3.1. Application date and where required. |
| § 702A. DEFINITIONS |
| § 703A.2. Qualification by testing. |
| § 703A.3. Approved agency. |
| § 703A.5.2. Weathering. |
| § 703A.6. Alternates for materials, design, tests, and methods of construction. |
| § 705A.2. Roof coverings. |
| Appendix 710. A.3.2 |
| § 710A.4. Requirements. |
| § 1507.3.1. Deck requirements. |
| § 1613.7. Modifications to ASCE 7. |
| § 1613.7.1. ASCE 7, 12.12.3. |
| § 1613.7.2. ASCE 7, 12.2.3.1, Exception 3. |
| § 1613.7.3. ASCE 7, Section 12.11.2.2.3. |
| § 1613.7.4. ASCE 7, Section 12.8.1.3. |
| § 1613.8.1. Purpose. |
| § 1613.8.2. Scope. |
| § 1613.8.3. Definitions. |
| § 1613.8.4.1. General. |
| § 1613.8.4.2. Base level diaphragm-downhill direction. |
| § 1613.8.4.2.1. Base for lateral force design defined. |
| § 1613.8.4.2.2. Base shear. |
| § 1613.8.5.1. General. |
| § 1613.8.5.2. Location of primary anchors. |
| § 1613.8.5.3. Design of primary anchors and diaphragm struts. |
| § 1613.8.5.4. Limitations. |
| § 1613.8.6.1. General. |
| § 1613.8.6.2. Secondary anchor capacity and spacing. |
| § 1613.8.6.3. Design. |
| § 1613.8.7. Diaphragms below the base level-downhill direction. |
| § 1613.8.7.1. Diaphragm defined. |
| § 1613.8.7.2. Design force. |
| § 1613.8.7.3. Design force-resistance-primary anchors. |
| § 1613.8.7.4.1. General. |
| § 1613.8.7.4.2. Secondary anchor capacity. |
| § 1613.8.7.4.3. Design. |
| § 1613.8.8. Primary and secondary anchorage and diaphragm strut design. |
| § 1613.8.9.1. General. |
| § 1613.8.9.2. Base shear. |
| § 1613.8.9.3. Vertical distribution of seismic forces. |
| § 1613.8.9.4. Drift limitations. |
| § 1613.8.9.5.1. General. |
| § 1613.8.9.5.2. Wood structural panel sheathed walls. |
| § 1613.8.9.5.3. Reinforced concrete or masonry shear walls. |
| § 1613.8.9.6. Limitations. |
| § 1613.8.10.1. Footings and grade beams. |
| § 1613.8.10.2. Protection against decay and termites. |
| § 1613.8.10.3. Sill plates. |
| § 1613.8.10.4. Column base plate anchorage. |
| § 1613.8.10.5. Steel beam to column supports. |
| § 1704.2.3. Statement of special inspections. |
| § 1704.6. Structural observations. |
| § 1705.3. Concrete Construction. |
| § 1807.1.4. Permanent wood foundations systems. |
| § 1807.1.6. Prescriptive design of concrete and masonry foundation walls. |
| § 1809.7. Prescriptive footings for light-frame construction. |
| § 1809.12. Timber footings. |
| § 1810.3.2.4. Timber. |
| § 1905.1. General. |
| § 1905.1.7. ACI 318, Section 14.1.4. |
| § 1905.1.8. ACI 318, Section 17.2.3. |
| § 1905.1.9. ACI 318, Section 18.7.5. |
| § 1905.1.10. ACI 318, Section 18.10.4. |
| § 1905.1.11. ACI 318, Section 18.12.6. |
| § 2304.10.1. Fastener requirements. |
| § 2305.4. Quality of nails. |
| § 2305.5. Hold-down connectors. |
| § 2306.2. Wood-frame diaphragms. |
| § 2306.3. Wood-frame shear walls. |
| § 2307.2. Wood-frame panel shear walls. |
| § 2308.6.5.1. Alternate braced wall (ABW). |
| § 2308.6.5.2. Portal frame with hold-downs (PFH). |
| § 2308.6.9. Attachment of sheathing. |
|
Note: This Chapter has been amended by Los Angeles County and is applicable to all occupancy groups. |
|
(Ord. 2016-0053 § 3, 2016.) |