Section 8-810
California Historical Building Code (Title 24, Part 8) · 2019 edition · updated 2026-09-10 · California
HOLLOW CLAY TILE The historical performance of hollow clay tile in past earthquakes shall be carefully considered in evaluating walls of hollow clay tile construction. Hollow clay tile bearing walls shall be evaluated and strengthened as appropriate for lateral loads and their ability to maintain support of gravity loads. Suitable protective measures shall be provided to prevent blockage of exit stairways, stairway enclosures, exit ways and public ways as a result of an earthquake.
ARCHAIC MATERIALS AND METHODS OF CONSTRUCTION
deterioration or corrosion. New or supplemental anchorage shall be provided as appropriate.
8-811.2 Anchorage. Brick veneer with mechanical anchorage at spacings greater than required by the regular code may remain, provided the anchorages have not corroded. Nail strength in withdrawal in wood sheathing may be utilized to its capacity in accordance with code values.
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Ask AI about this code▸Contents — California Historical Building Code (Title 24, Part 8)
- Section 8-101
- Section 8-102
- Section 8-103
- Section 8-104
- Section 8-105
- Section 8-106
- Section 8-201
- Section 8-301
- Section 8-302
- Section 8-303
- Section 8-401
- Section 8-402
- Section 8-403
- Section 8-404
- Section 8-405
- Section 8-406
- Section 8-407
- Section 8-408
- Section 8-409
- Section 8-410
- Section 8-411
- Section 8-412
- Section 8-501
- Section 8-502
- Section 8-503
- Section 8-504
- Section 8-601
- Section 8-603
- Section 8-602
- Section 8-604
- Section 8-701
- Section 8-702
- Section 8-703
- Section 8-704
- Section 8-705
- Section 8-706
- Section 8-801
- Section 8-802
- Section 8-803
- Section 8-804
- Section 8-805
- Section 8-806
- Section 8-807
- Section 8-808
- Section 8-809
- Section 8-810
- Section 8-812
- Section 8-811
- Section 8-901
- Section 8-902
- Section 8-903
- Section 8-904
- Section 8-1001
- Section 8-1002
- Section 8-1003