Download e-book for iPad: 1-twinnings of buildings by Abramenko P., Van Maldeghem H.

By Abramenko P., Van Maldeghem H.

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2-1/2 in. 2, respectively. ±3/16 in. ±1-1/4 in. ±2-1/2 in. ±1/2 in. ±1 in. ±3/16 in. +1 in. –3/4 in. 1 Slopes, vertical deviation Visible surfaces.................................................. 2% Concealed surfaces ........................................... 2 Slopes, horizontal deviation Visible surfaces.................................................. 4% Concealed surfaces ........................................... ±1-1/4 in. 5, respectively. ±4 in. ±1 in. ±1/2 in. ±1/2 in. 4 Height (h) of lining.....................

1 in. Fig. 1—Continuous footing: elevation view. ±1 in. ±1/2 in. ±1/2 in. Fig. 2—Pilasters, pedestals, and columns: plan view. Fig. 3—Individual corbel: plan view. 1 Projection of individual corbels and continuous ledges from face of support ........ ±3/8 in. 2 Walls or beams where precast members abut both ends ................................................. –1 in. +1/2 in. 1 Projection of individual corbels and continuous ledges from face of support—Refer to Fig. 1(a) and (b). 1 Individual corbels—Refer to Fig.

2(a) and (b). 05% times the height above the top of foundations or lowest support level as shown on Project Drawings or 3 in. This section shall not be used to evaluate local departure from a specified plane or form irregularities. 3, respectively. Fig. 2—Deviation from plumb. , measured over the full height of the opening....... ±1/2 in. 3 The plumb tolerance for edges of openings larger than 12 in. is established by this section. Refer to Fig. 3. Fig. 3—Deviation from plumb. ±1 in. 3. The tolerance for horizontal deviation would apply to the plan location of items such as the vertical edge of a floor opening or of a wall, beam, or column.

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1-twinnings of buildings by Abramenko P., Van Maldeghem H.


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