Appendix BL — HEMP-LIME (HEMPCRETE) CONSTRUCTION
Section BL107 — MECHANICAL PERFORMANCE
2025 California Residential Code (Title 24, Part 2.5) · 2025 edition · updated 2026-07-27 · California
Italicized text is a California amendment to the model code, as printed in the official publication.
BL107.1 Hemp-lime infill integrity. ¶
The integrity of hemp-lime infill and its ability to hold a plaster finish shall be demonstrated with a minimum compressive strength of 29 psi (0.2 MPa). Test results from a specific hemp-lime mix shall be permit-ted to be used for multiple projects.
BL107.1.1 Demonstration of compressive strength. The compressive strength of the hemp-lime mix shall be demonstrated to the building official before the placement of hemp-lime infill, with compressive strength tests and an associated report by an approved laboratory tested as follows:
- Three samples of the proposed hemp-lime mix shall be placed moist to completely fill a 6-inch by 6-inch by 12-inch (152 mm × 152 mm × 305 mm) form, a 6-inch (152mm) diameter by 12-inch (305 mm) length form, or other approved form, following the application method and procedure that will be used during construction.
- Samples shall be removed from the forms within 24 hours after hemp-lime placement or per the binder manufacturer’s specifications.
- Samples shall be cured/dried for a minimum of 14 days in indoor ambient conditions before testing.
- The opposite faces shall be capped with plaster of paris to achieve smooth and parallel faces, after which the sample shall reach ambient moisture conditions before testing.
- The horizontal cross section of the dried sample as tested and the maximum applied load at failure shall be used to calculate the sample’s compressive strength.
- The average value of the samples shall be used to determine the mix’s compressive strength.
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Ask AI about this code▸ Contents — 2025 California Residential Code (Title 24, Part 2.5)
- Chapter 1 — ADMINISTRATION
- Chapter 2 — DEFINITIONS
- Chapter 3 — BUILDING PLANNING
- Chapter 4 — FOUNDATIONS
- Chapter 5 — FLOORS
- Chapter 6 — WALL CONSTRUCTION
- Chapter 7 — WALL COVERING
- Chapter 8 — ROOF-CEILING CONSTRUCTION
- Chapter 9 — ROOF ASSEMBLIES
- Chapter 10 — CHIMNEYS AND FIREPLACES
- Chapter 44 — REFERENCED STANDARDS
- Appendix AA — BOARD OF APPEALS
- Appendix AB — PERMIT FEES
- Appendix AC — RESERVED
- Appendix BA — RESERVED
- Appendix BB — TINY HOUSES
- Appendix BC — RESERVED
- Appendix BD — RESERVED
- Appendix BE — RADON CONTROL METHODS
- Appendix BF — PATIO COVERS
- Appendix BG — SOUND TRANSMISSION
- Appendix BH — AUTOMATIC VEHICULAR GATES
- Appendix BI — LIGHT STRAW-CLAY CONSTRUCTION
- Appendix BJ — STRAWBALE CONSTRUCTION
- Appendix BK — COB CONSTRUCTION (MONOLITHIC ADOBE)
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▸ Appendix BL — HEMP-LIME (HEMPCRETE) CONSTRUCTION
- Appendix BM — 3D-PRINTED BUILDING CONSTRUCTION
- Appendix BN — EXTENDED PLATE WALL CONSTRUCTION
- Appendix BO — EXISTING BUILDINGS AND STRUCTURES
- Appendix CA — RESERVED
- Appendix CB — RESERVED
- Appendix CC — RESERVED
- Appendix CD — RESERVED
- Appendix CE — RESERVED
- Appendix CF — RESERVED
- Appendix CG — NONSEWERED SANITATION SYSTEMS
- Appendix CH — PRIVATE SEWAGE DISPOSAL
- Appendix CI — SWIMMING POOL SAFETY ACT
- Appendix CJ — EMERGENCY HOUSING
- Appendix CK — AREAS PROTECTED BY THE FACILITIES OF THE CENTRAL…