This detail shows the top of wall restraint where a parallel structural steel beam or girder is adjacent to the concrete masonry wall and the decking runs perpendicular to the wall. The wall is anchored to the beam using a bent plate, and the beam is braced with a diagonal angle brace connecting to the suspended slab above to resist lateral loads. On the side of the wall opposite the beam, the wall is restrained by angles anchored into the suspended slab above. The top of the masonry is held back about 1 1/2" from the plate above. This detail as shown is intended to illustrate a general concept or method of construction. Details that show different or modified concepts or methods can be of equal validity and should not be excluded from consideration. this detail shall not be used for construction without the approval an signature of a licensed design professional. The person using this detail shall be responsible for its complete design and proper application.