Contract Administration Practice Exams & As

Contract Administration Practice Exams & As
1. On sheet 2 of 134
plan set #9501,
the distance from Explanation:
gridline point 3. cubic yards of concrete are required
D1 to gridline to pour all the foundation
point D12 is
ft.

2. Drawing
(refer to
image; gener-
al note 17) on
Sheet 3
shows the
construction
details for all
interior
partition
walls. A total
of

lin-eal feet of
these partition
walls is to be
installed on
this project.






,Contract Administration Practice Exams & As
Sheet 2/15 Foundation
Plan - add all or take
total length minus 1 ft
each side - 136 ft - 2
ft = 134ft

20

187 Explanation:
Sheet 10/15 Column and Footing ScheduleAt each #5 location, volume of
Explanation: con-
Sheet 3/15, Note 17:
Column boxing, 1' Typ.
Each partition wall is 18
feet less 6 inches at each
end for column boxing.Net
lineal footage per wall=
17 ft.Sheet 3 shows 1
partition wall on the 1st
Floor Plan.
Sheet 4 shows 2 partition
walls on the 2nd Floor
Plan.Sheet 5 shows 4
partition walls on BOTH the
3rd and 4th Floor Plans for a
total of 8.Total number of
walls = 1+2+8 = 11 x 17
ft/wall = 187 ft






, Contract Administration Practice Exams & As
footings plan is
marked as #5 ft.
locations. Do
not deduct for
the volume of
any steel
reinforcing.
Select the
closest answer.

4.____________18H5
bar joists are
required for
the project's
main tower
roof framing.

5. Use the
following site
plan image to
answer
question
below. The
angle at point
A = the angle
at point C = 90
°.

Question: The
distance from
point B to
point C on the