Question 1
F01 pad size
- Footing schedule
- 5'-0" x 5'-0"
- Drawing
- 6'-6" x 5'-8"
Built as drawn, the pads take 3.3 CY more concrete (net of overlaps) and 270.1 lb more #5 bar.
One real 11-sheet plan set, read from the foundation plan to the order: 76.7 CY of concrete as drawn, 82.0 CY to order with a 7% waste allowance, 3,461 lb of rebar and 2,346 blocks. Plus the two questions to settle before anyone books a truck.
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No account. Vector PDF, DWG or DXF. Estimate only. Verify before ordering.
The order
City of Ocala Park Pavilion
Ready-mix
Steel, block and the rest
| Item | Quantity | Note |
|---|---|---|
| Rebar#5: 3,062 lb. #7: 399 lb. | 3,461 lb | #5: 3,062 lb. #7: 399 lb. |
| CMU block, 8x8x16Restroom walls, 14 ft high. Masonry scope, not in the concrete total. | 2,346 | Restroom walls, 14 ft high. Masonry scope, not in the concrete total. |
| Grouted CMU cellsOne #5 bar each. | 59 | One #5 bar each. |
| Welded wire mesh | 3,400 SF | |
| Vapor barrier, 10 mil | 3,400 SF | |
| Control joints, saw cut | 412 LF |
7% is the allowance this example uses, not a rule. The takeoff gives you the net volume, so you can add the allowance your crew uses on pours like this one.
Estimate only. Verify before ordering.
Reading the plan
The footing schedule, the slab legend and the general notes set every size before anything is measured. On the sample, sheet A100 carries the foundation plan, the footing schedule and the slab legend.
The slab first, then the thickened edge, the pads and the hairpin legs, then the steel. Every number traces back to the sheet, and the scale is checked against the drawing's own dimensions.
The net volume plus a waste allowance gives the order. Where the schedule, the drawing and the spec disagree, the question goes to the engineer before the order goes to the plant.
Before you order
Question 1
Built as drawn, the pads take 3.3 CY more concrete (net of overlaps) and 270.1 lb more #5 bar.
Question 2
This changes the mix and the price, not the quantities.
Testing this pour? Strength tests are accepted against the specified strength (ACI 318-19, section 26.12.3), so the lab needs one number, not two.
Practice for the field exams: Strength Testing Technician, Field Testing Technician Grade I.
Get the same takeoff for your own plans, with any questions your set raises. Free, no account.
Send your plan setQuestions
The takeoff gives the net volume, as drawn: 76.7 CY on the sample. The order adds a waste allowance on top. With 7%, the sample comes to 82.0 CY in 9 trucks.
It is the allowance this example uses, not a rule. The takeoff gives you the net volume, so you add the allowance your crew uses.
It reports what the set says, and where the set disagrees with itself, it asks. On the sample, sheets A100 and A500 say 3,000 psi and the SP100 specification table says 5,000 psi, so that comes back as a question for the engineer. It changes the mix and the price, not the quantities.
Yes. It is the City of Ocala Park Pavilion, from a public bid set: one 11-sheet vector PDF. We are not affiliated with the City of Ocala, and the City does not endorse us.
Send the set, click the start link, and get the takeoff back with every number shown on your drawing. Free, no account.
Send your plan setEstimate only. Verify before ordering.
The sample is the City of Ocala Park Pavilion, from a public bid set. We are not affiliated with the City of Ocala, and the City does not endorse us.