Chapter 6 — WALL CONSTRUCTION

Section R606 — GENERAL MASONRY CONSTRUCTION

2025 California Residential Code (Title 24, Part 2.5) · 2025 edition · ingested 2026-07-07 · California

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R606.1 General.

R606.1 General. Masonry construction shall be designed and constructed in accordance with the provisions of this section, TMS 402, TMS 403 or TMS 404. R606.1.1 Professional registration not required. Where the provisions of TMS 403 or the provisions of this section are used to design masonry, project drawings, typical details and specifications shall not exempt construction documents from the require- ment to be stamped by a California licensed architect or engineer. Notwithstanding other sections of law, the law establishing these provisions is found in Business and Professions Code Sections…

R606.2 Masonry construction materials.

R606.2 Masonry construction materials. R606.2.1 Concrete masonry units. Concrete masonry units shall conform to the following standards: ASTM C55 for concrete brick; ASTM C73 for calcium silicate face brick; ASTM C90 for load-bearing concrete masonry units; ASTM C744 for prefaced concrete and calcium silicate masonry units; or ASTM C1634 for concrete facing brick. R606.2.2 Clay or shale masonry units. Clay or shale masonry units shall conform to the following standards: ASTM C34 for structural clay load-bearing wall tile; ASTM C56 for structural clay nonload-bearing wall tile; ASTM C62 for…

R606.3 Construction requirements.

R606.3 Construction requirements. R606.3.1 Bed and head joints. Unless otherwise required or indicated on the project drawings, head and bed joints shall be [3] / 8 inch (9.5 mm) thick, except that the thickness of the bed joint of the starting course placed over foundations shall be not less than 1 / 4 inch (6.4 mm) and not more than 3 / 4 inch (19.1 mm). Mortar joint thickness for load-bearing masonry shall be within the following tolerances from the specified dimensions: 1. Bed joint: + [1] / 8 inch (3.2 mm). 2. Head joint: - [1] / 4 inch (6.4 mm), + [3] / 8 inch (9.5 mm). 3. Collar…

R606.4 Thickness of masonry.

R606.4 Thickness of masonry. The nominal thickness of masonry walls shall conform to the requirements of Sections R606.4.1 through R606.4.4. R606.4.1 Minimum thickness. The minimum thickness of masonry bearing walls more than one story high shall be 8 inches (203 mm). Solid masonry walls of one-story dwellings and garages shall be not less than 6 inches (152 mm) in thickness where not greater than 9 feet (2743 mm) in height, provided that where gable construction is used, an additional 6 feet (1829 mm) is permit 6-96 2025 CALIFORNIA RESIDENTIAL CODE on Jul 18, 2025 11:14 AM (CDT) THEREUNDER.…

R606.5 Corbeled masonry.

R606.5 Corbeled masonry. Corbeled masonry shall be in accordance with Sections R606.5.1 through R606.5.3. R606.5.1 Units. Solid masonry units or masonry units filled with mortar or grout shall be used for corbeling. R606.5.2 Corbel projection. The maximum projection of one unit shall not exceed one-half the height of the unit or one-third the thickness at right angles to the wall. The maximum corbeled projection beyond the face of the wall shall not exceed: 1. One-half of the wall thickness for multiple-wythe walls bonded by mortar or grout and wall ties or masonry headers. 2. One-half the…

R606.6 Support conditions.

R606.6 Support conditions. Bearing and support conditions shall be in accordance with Sections R606.6.1 through R606.6.4. R606.6.1 Bearing on support. Each masonry wythe shall be supported by not less than two-thirds of the wythe thickness. R606.6.2 Support at foundation. Cavity wall or masonry veneer construction shall be permitted to be supported on an 8-inch (203 mm) foundation wall, provided the 8-inch (203 mm) wall is corbeled to the width of the wall system above with masonry constructed of solid masonry units or masonry units filled with mortar or grout. The total horizontal projection…

R606.7 Piers.

R606.7 Piers. The unsupported height of masonry piers shall not exceed 10 times their least dimension. Where structural clay tile or hollow concrete masonry units are used for isolated piers to support beams and girders, the cellular spaces shall be filled solidly with grout or Type M or S mortar, except that unfilled hollow piers shall be permitted to be used if their unsupported height is not more than four times their least dimension. Where hollow masonry units are solidly filled with grout or Type M, S or N mortar, the allowable compressive stress shall be permitted to be increased as…

R606.8 Chases.

R606.8 Chases. Chases and recesses in masonry walls shall not be deeper than one-third the wall thickness. The maximum length of a horizontal chase or horizontal projection shall not exceed 4 feet (1219 mm) and shall have not less than 8 inches (203 mm) of masonry in back of the chases and recesses and between adjacent chases or recesses and the jambs of openings. Chases and recesses in masonry walls shall be designed and constructed so as not to reduce the required strength or required fire resistance of the wall and shall not be permitted within the required area of a pier. Masonry directly…

R606.9 Allowable stresses.

R606.9 Allowable stresses. Allowable compressive stresses in masonry shall not exceed the values prescribed in Table R606.9. In determining the stresses in masonry, the effects of all loads and conditions of loading and the influence of all forces affecting the design and strength of the several parts shall be taken into account. TABLE R606.9—ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRYCol2Col3 --------- CONSTRUCTION; COMPRESSIVE STRENGTH OF UNIT, GROSS AREA ALLOWABLE COMPRESSIVE<brSTRESSESa GROSS CROSS-SECTIONAL AREAb ALLOWABLE COMPRESSIVE<brSTRESSESa GROSS CROSS-SECTIONAL…

R606.10 Lintels.

R606.10 Lintels. Masonry over openings shall be supported by steel lintels, reinforced concrete or masonry lintels or masonry arches, designed to support load imposed.

R606.11 Anchorage.

R606.11 Anchorage. Masonry walls shall be anchored to floor and roof systems in accordance with the details shown in Figure R606.11(1), R606.11(2) or R606.11(3). Footings shall be permitted to be considered as points of lateral support. on Jul 18, 2025 11:14 AM (CDT) THEREUNDER. WALL CONSTRUCTION FIGURE R606.11(1)—ANCHORAGE REQUIREMENTS FOR MASONRY WALLS LOCATED IN SEISMIC DESIGN CATEGORY A, B OR C AND WHERE WIND LOADS ARE LESS THAN 30 PSF Col1LEDGER BOLT SIZE AND SPACINGCol3 --------- JOIST SPANBOLT SIZE AND SPACINGBOLT SIZE AND SPACING JOIST SPANROOFFLOOR 10 FT.1/2 AT 2 FT. 6 IN.<br7/8 AT 3…

R606.12 Seismic requirements.

R606.12 Seismic requirements. The seismic requirements of this section shall apply to the design of masonry and the construction of masonry building elements located in Seismic Design Category D 0, D 1 or D 2 . Townhouses in Seismic Design Category C shall comply with the requirements of Section R606.12.2. These requirements shall not apply to glass unit masonry conforming to Section R607, anchored masonry veneer conforming to Section R703.8 or adhered masonry veneer conforming to Section R703.12. R606.12.1 General. Masonry structures and masonry elements shall comply with the requirements of…

R606.13 Multiple-wythe masonry.

R606.13 Multiple-wythe masonry. The facing and backing of multiple-wythe masonry walls shall be bonded in accordance with Section R606.13.1, R606.13.2 or R606.13.3. In cavity walls, neither the facing nor the backing shall be less than 3 inches (76 mm) nominal in thickness and the cavity shall be not more than 4 inches (102 mm) nominal in width. The backing shall not be less than the thickness of the facing. Exception: Cavities shall be permitted to exceed the 4-inch (102 mm) nominal dimension provided that tie size and tie spacing have been established by calculation. R606.13.1 Bonding with…

R606.14 Anchored and adhered masonry veneer.

R606.14 Anchored and adhered masonry veneer. R606.14.1 Anchored veneer. Anchored masonry veneer installed over a backing of wood or cold-formed steel shall meet the requirements of Section R703.8. R606.14.2 Adhered veneer. Adhered masonry veneer shall be installed in accordance with the requirements of Section R703.12.