hw4 - Linda Adams Amina Gahair Leyla Golnaz Ashori Chester...

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Linda Adams Amina Gahair Leyla Golnaz Ashori Chester Azeka Homework #4 Quantity Takeoff CEE 4100 Dr. Kahn 1 of 2 # Description Quantity 1 Distubed Area of Parking Lot 4.86 acres 2 Volume of Fill Dirt for Parking Lot 161862.5 cu. ft 3 Length of 30" RCP 442 ft. Length of 24" RCP 93 ft. 4 Soil Excavation for Placement of Storm Drain 1416.39 cu yd. 5 Volume of Concrete in Foundation Elements 250.94 cu yd 6 Length of #4 Bars 8566.52 ft. Length of #5 Bars 6830.52 ft. Length of #6 Bars 3001.22 ft. Length of #7 Bars 568.25 ft. Length of #8 Bars 139.5 ft. Length of #9 Bars 0 ft. Length of #10 Bars 137.91 ft. Total Weight of Reinforcing Steel 19481.89 lb 7 8 Number of Column Anchor Bolts 248.00 Size of all Anchor Bolts 3/4" Diameter by 13" in Length 9 See Page 2 for Answer 10 Area of Steel Decking 28657.79 sq. ft.
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Linda Adams Amina Gahair Leyla Golnaz Ashori Chester Azeka Homework #4 Quantity Takeoff CEE 4100 Dr. Kahn 2 of 2 Problem 9 Summary Open-Web Steel Joists Type  Number Length Weight 16K2 4.00 86.50 475.75 14K1 5.00 91.99 478.33 24K4 2.00 59.68 501.31 20K5 2.00 55.20 452.64 18K5 2.00 53.06 408.56 18K4 15.00 408.76 2943.07 18K3 7.00 166.99 1102.10 16K2 0.00 86.50 0.00 12K1 8.00 119.20 595.99 30K10 4.00 202.02 3030.30 22K9 4.00 160.00 1808.00 24KCS3 22.00 880.00 11000.00 10K1 1.00 12.33 61.65 24K8 8.00 317.32 3649.18 24K7 7.00 288.54 2914.25 24KCS4 3.00 123.66 2040.39 16KCS3 2.00 52.36 549.78 8K1 3.00 27.30 139.23 12KCS1 1.00 17.00 102.00 20K4 7.00 203.56 1547.06 20KCS2 9.00 261.72 2486.34 14KCS1 17.00 239.96 1559.74 26KCS3 0.00 252.00 0.00 24K9 12.00 497.00 5964.00 18K6 3.00 84.00 714.00 18K9 1.00 28.00 285.60 18KCS2 2.00 56.00 504.00 22K6 8.00 280.00 2576.00 22KCS4 2.00 70.00 1155.00 22KCS3 8.00 280.00 3500.00
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Linda Adams Amina Gahair Leyla Golnaz Ashori Chester Azeka Homework #4 Quantity Takeoff CEE 4100 Dr. Kahn 3 of 2
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# Description Quantity 1 Overall Cost for Restaurant: $4,097,951  2 Required fill dirt $367,104  3 Trench Excavation $1,179.80  4 RCP and Manholes $37,404.50  5 Asphalt paving over disturbed area $19,862.07  6 Concrete in Foundation $22,459.13  7 Reinforce Bar $18,264.27  8 Strucural Steel $ 9 Open-Web Steel Joist $63,611.80  10 Steel Decking $50,149.75 
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BLOCK Change in Degrees Base Height Area of Triangle (ft^2) 1 0.58 0.93 92.79 43.15 2 0.56 0.64 63.92 20.45 3 0.56 0.67 63.93 21.42 4 0.56 0.64 63.93 20.46 5 13.45 39.15 60.3 1180.37 6 13.45 14.84 60.3 447.43 7 13.45 14.83 60.3 447.12 8 13.45 77.81 60.3 2345.97 9 0 134.33 76 0 10 0 48.52 76 1843.76 11 0 182.85 62 0 12 0 51.56 62 1598.36 13 0 232.41 50 0 14 0 208.19 63.93 0 15 0 8.39 63.93 268.19 16 0 208.19 63.93 0 17 0 85.37 63.93 2728.85 18 0 293.56 63.93 0 19 0 13.97 63.93 446.65 20 0 50.68 307.53 0 Total Disturbed Area (sq. ft) TOTAL DISTURBED AREA:
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Area of Trapezoid (ft^2) Area of Rectange (ft^2) Total Area (ft^2) 18582.6 0 18582.6 12851.12 0 12871.57 12894.4 0 12916.1 12935.6 0 12956.06 13400.77 0 14581.14
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This note was uploaded on 06/07/2009 for the course CEE 4100 taught by Professor Teizer during the Spring '06 term at Georgia Institute of Technology.

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hw4 - Linda Adams Amina Gahair Leyla Golnaz Ashori Chester...

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