Interiro Concrete Wall Section Detail

Strength of reinforced concrete sections amount of rebar a s the project calls for 5 10 and 5 12 are used.

Interiro concrete wall section detail.

T able of c ontents c hapter 1 m asonry c avity w all d etails s hear c onnected c hapter 2 m asonry c avity w all d etails a djustable t ies c hapter 3 b rick v eneered s teed s tud b ackup w all d etails s hear c onnected c hapter 4 b rick v eneered s teel s tud b ackup w all d etails s lotted t ies c hapter 5 s ingle w ythe l oadbearing m asonry w all d etails c hapter 6 m. Figures 2 11 through 2 13 show configurations with insulation on the exterior surface of basement walls. 02 120 0801 top of wall detail hybrid type i ii 02 120 0851. Blank at bearing wall top of wall.

Sound barrier and retaining wall detail 2 has cad. Deck and wall. 4 2 slab on grade construction details. Masonry wall with interior insulation.

Construction details 6 3 6 1 hebel aac block units typical sections. 2 2 basement construction details. Concrete wall with brick veneer and under slab insulation. Exterior wall slab on grade.

A precast concrete wall system and cast in place facade will provide similar performance regarding sound transmission from the exterior to the interior of the building. In this section several typical slab on grade sections are illustrated and described. Ask a question. Concrete retaining wall has cad.

Strength reduced from 136 7 to 114 9 in kips. In this section several typical basement wall sections are illustrated and described. Figures 4 9 through 4 11 and 4 15 show configurations with insulation on the exterior surface of the foundation. Figures 2 14 and 2 15 show interior insulation options.

See cast in place concrete wall systems for additional information as well as the information included under resources in this section. This tek contains details for various types of concrete masonry foundation walls with accompanying text as appropriate. Dec 14 2016 explore nattapoom rubkhamin s board wall section detail on pinterest. 2 5 clear to strength steel 5 12 rather than the designed 5 10 bending strength of the section has been reduced by about 16.

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