ACI 530.1 ASCE 6 TMS 602 PDF

Mortar. Mortar for use in masonry construction shall conform to ASTM C and Articles and A of TMS. /ACI /ASCE 6, except for mortars . Specifications for masonry structures: ACI /ASCE /TMS with ASTM references. Imprint: Detroit: American Concrete Institute, c 5/TMS , and its accompanying masonry specification, ACI /ASCE 6/TMS New provisions and revisions of existing standards for masonry design.

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2014 N.Y. New York City Administrative Code 28-701.2C21 – – Masonry

Loop of reinforcing bar or wire enclosing longitudinal reinforcement. These joints shall be placed at each floor. Modified epoxy-emulsion mortar and grout that are used to install ceramic tile shall comply with ANSI A Masonry or concrete fireplaces shall be constructed, anchored, supported and reinforced as required in this chapter.

Concrete and masonry chimneys for medium-heat appliances shall comply with Sections A mixture to bond concrete masonry units that contains hydraulic cement, glass fiber reinforcement with or without inorganic fillers or organic modifiers and water.

This chapter shall govern the materials, design, construction and quality of masonry. Where the floor extends on both sides of a bearing wall, the portion of the tie within the slab shall alternate between both sides.

» N.Y. New York City Administrative Code C21 – – MasonryLawServer

sci Offset such chimneys or vents to a distance beyond that required in this chapter from the new or altered building provided that the new location of the outlet of the offset chimney or vent shall otherwise comply with the requirements of this chapter. The compressive strength of masonry shall be determined by the prism test method: Provide such essential services as are normally supplied by the equipment while it is out of ascd and 3.

AAC; masonry; anchors; autoclaved aerated concrete AAC masonry; clay brick; clay tile; concrete block; concrete brick; construction; construction materials; curing; grout; grouting; inspection; joints; materials handling.

The following words and terms shall, for the purposes of this chapter and as used elsewhere in this code, have the meanings shown herein. No combustible material shall remain against the underside of hearths or hearth extensions after construction. Where no lining is provided, the total minimum thickness of front, back and side walls shall be 8 inches mm of solid masonry.

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Grout conforms to Article 2. The minimum thickness of fireplace hearths shall be 4 inches mm.

A masonry unit whose net cross-sectional area in every plane parallel to the load-bearing surface is 75 percent or more of its gross cross-sectional area measured in the same plane. Flue liners shall be installed in accordance with ASTM C and tmx from a point not less than 8 inches mm below the lowest inlet or, in the case of fireplaces, from the top of the smoke chamber, to a point above the asxe walls.

A connector that connects wythes of masonry walls together. Where the fireplace opening is 6 square feet 0.

Specifications for Masonry Structures (ACI / ASCE /TMS )

Masonry walls that are not part of the lateral force resisting 5300.1 shall be isolated from the structure so that the vertical and lateral forces are not imparted to these elements. The shear bond strength for tile set in such mortar shall be as required in accordance with ANSI A For the actual mandatory requirements of the code, see the indicated section of text. Glass block assemblies as permitted in Section Temperatures shall be measured at the appliance flue outlet.

Construction of dry-stacked, surface-bonded masonry walls, including stacking and leveling of units, mixing and application of mortar and curing and protection shall comply with ASTM C Existing walls of masonry units that are structurally sound, but that are of insufficient thickness when increased azce height, may be strengthened by an addition of similar masonry units laid in Type M or S mortar.

It shall be the obligation of the owner of the new or altered building to:.

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Where the masonry chimney shares a common wall with the facing of the masonry heater, the chimney portion of the structure shall be reinforced in accordance with Section The compressive strength of masonry shall be determined based on the strength of the unit and type of mortar specified using Table Schedule this work so as to create a minimum of disturbance to the occupants of the affected building; and.

The compressive strength of masonry shall be determined by the prism test method:. The vertical distance from the foundation wall or other immediate support of such wall to the top of the wall. In regions of moment where the design tensile stresses in the reinforcement are greater than 80 ercent of the allowable steel tension stress, F[ s ], the lap length of splices shall be increased not less aace 50 percent of the minimum required length.

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A wall built of masonry units so arranged as to provide an airspace within the wall, and in which the facing and backing of the wall are bonded together with masonry units. The minimum thickness of masonry bearing walls more than one story high shall be 8 inches mm where the height floor to floor does not exceed 12 feet mmthe 66 live load does not exceed 60 pounds per square feet psf 0.

Vertical mortar joint placed between masonry units within the wythe at the time the masonry units are laid. Metal rod, wire or strap that secures masonry to its structural support. When a flue is relined with a material not complying with Section A prestressed masonry shear wall designed to resist lateral forces considering stresses in reinforcement, and designed in accordance with Section Masonry structures and components shall comply with the requirements in Section 1.

Ordinary reinforced masonry shear wall. Unless substantiated as indicated by Any chimney located beyond 50 feet 15 mm from such construction but not more than the distance determined from Equation and Table Masonry fireplaces shall be constructed in accordance with 62 section, Table Minimum length of end support shall be 4 inches mm.

Where masonry chimneys are constructed as part of masonry or concrete walls, combustible materials avi not be in contact with the masonry or concrete wall less than 12 inches mm from the inside surface of the nearest flue lining.

Combustible material and trim shall not overlap the corners of the chimney by more than 1 inch 25 mm. Minimum grout compressive strength equals f'[ m ] but not less than 2, psi

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