Search for question
Question

5. (15 Points) QUANTITY TAKEOFF (not a full cost estimate) - You are building twenty-two

(22) of the 2'-0"x 2'-0"x 0'- 10"h spread footings shown below. Using the material

schedule at the bottom of the page, estimate the material quantities listed below. Show all

calculations and list all assumptions in the space provided. Don't forget to include waste.

2"-3"

2'-6"

2 x 12 Concrete Form

1'-6"

Plan View

2"-3"

Side View

(2) #4 rebar each way

top and bottom

Section A-A

Concrete

2 x 4 Stakes

2 x 12 Concrete Form

2 x 4 Stakes

2'-6"

Side View

49-1

キミュラ

2'-6"

0'-10".

Concrete

エニラ

2"-3"

2-3"

Section A-A

2 x 12 Concrete Form

2x4 Stakes

(2) #4 rebar each way

top and bottom/nMaterial

Concrete

Rebar

Forms

Stakes

Nails

Specification

Concrete

Rebar

Forms

Stakes

Nails

4,000 psi

#4 (0.668 lbs/lf)

2 x 12 x length

Oak, 2 x 4 x 18 in.

3½ in. common

Frequency

of Use

Once

Once

Once

Once

Once

Units

Waste,

%

cy

lbs

bf

each

lbs

3

10

10

25

10

Hint: a 2 X 4 at 8' length = 5.33 board feet (convert two dimensions to feet, the third to inches)

Required quantity takeoff items -

Material

Quantity

Comments

2" clearance from ends to forms

Board Foot = 1" XI'XI'

Total length is 18". Board Foot = 1" XI'XI'

1 lb/100 bf of total lumber (forms plus stakes)

Note: Presentation is important and your grade may be adjusted +/- 10% depending on your work product

Fig: 1

Fig: 2