Special Project #3: Johnson House Concrete Lab (refer to the handout in the assignments section) Takeoff the Following Quantities: 1. Concrete Volume (CY) for: a. Continuous Footings b. Pad Footings 7. Reinforcing Bar weight (lbs.) for Continuous Footings a. CY b. Pad Footings CY C. Concrete Walls (no window openings) C. Concrete Walls (no window openings) CY d. Slabs on Grade CY 2024 CY CY CY Total CY 8. Total No. of Anchor Bolts in Walls @ 24" O.C. (add 1 CY per corner and 1 per "T"). 2. Formwork area (SF) for: Each a. Continuous Footings b. Pad Footings CY 9. Sill Plate Length (LF). LF C. Concrete Walls (no window openings) CY d. Slabs on Grade CY 10. No. of Simpson EPB66 Beam Connectors for Concrete Pads (see detail 2. Sheet A7). Total CY Each 3. Finish Area (SF) SF 4. Gravel Volume (CY) 5. Vapor Barrier Area (SF) 6. Welded Wire Area (SF) CY SF 11. No. of Dowels @ 16" O.C. alternating left and right (add one per corner and at "Ts"). See details 1, 3, sheet A7. SF "Soft" Weight per Mass per Imperial Metric unit length unit length Nominal Diameter Nominal Diameter Bar Size Size Nominal Area(in²) Nominal Area (lb/ft) (kg/m) (in) (mm) (mm²) #3 #10 0.376 0.561 0.375 9.525 0.11 71 ###### #4 #13 0.668 0.996 0.500 12.7 0.2 129 #5 #16 1.043 1.556 0.625 15.875 0.31 200 #6 #19 1.502 2.24 0.750 19.05 0.44 284 #7 #22 2.044 3.049 0.875 22.225 0.6 387 #8 #25 2.67 3.982 1.000 25.4 0.79 509 #9 #29 3.4 5.071 1.128 28.65 1 645 #10 #32 4.303 6.418 1.27 32.26 1.27 819 #11 #36 5.313 7.924 1.41 35.81 1.56 1006 #14 #43 7.65 11.41 1.693 43 2.25 1452 #18 #57 13.6 20.284 2.257 57.33 4 2581 Each