W2.0 132 LFF-5 2 EAF-4 6 EAPier 1 7 EASOG 1,383 SFFooting Steps 9 EAMAT 86 SF14" CMU Wall 140 LF8" CMU 5 LFIsolation Joints 20 LFControl Joints 52 LF

Oriole Park (23) (176% of Scale); MD stadium 100%; Projects 10 v1.0; 12/1/2011 01:33 AM

Concrete Pad over Roof Membrane 1,329 SF

Oriole Park (14) (147% of Scale); MD stadium 100%; Projects 10 v1.0; 12/1/2011 01:34 AM

Footings ‐ W2.0 Typical

Description Length Width Hieght SFCA Forms Waste %Footing 132 2 1 264 10 CY 5% 10.3 CY

Formwork None, Using EarthKey Way None

Description Length Width Hieght SFCA Forms Waste %14" CMU Wall Grouted 140 1 3 0 16 CY 5% 16.3 CY8" CMU Wall Grouted 5 0.5 3 0 0 CY 5% 0.3 CY14" CMU approx QTY 473 ea8" CMU approx QTY 20 ea

Description Length Rbar Size # of Rbars Rbar Mult. Waste %3 #5  contin. 154 #5 3 1.043 462 LF 10% 0.27 Tons 508 Length

Doweling (old to new) detail 2 #5 4 1.043 8 LF 0% 0.0 Tons 8 Length

Description Length   @ (ft) Rbar Size Rbar Mult. Waste %#4 @ 48" O.C 1.5 4 #4 0.668 50 LF 10% 0.02 Tons 36 Pieces

Wall FTG Corner 24x24 2 6 #5 1.048 12 LF 0% 0.01 Tons 6 Pieces

Description Length Width Hieght SFCA Forms Waste %14" CMU Wall Grouted 140 1 3 0 16 CY 5% 16.3 CY8" CMU Wall Grouted 5 0.5 3 0 0 CY 5% 0.3 CY14" CMU approx QTY 473 ea8" CMU approx QTY 20 ea

Description Length   @ (ft) Rbar Size Rbar Mult. Waste %#4 @ 48" O.C 3.5 2.67 #5 1.043 190 LF 10% 0.11 Tons 78 Pieces

NOTE: Budget for 9 Step Footings 71836

100.29

FootingQTY Total 

TOTAL Airentrained Concrete (3000 psi) CY

QTY

Total Rbar #4 Length

CMU WallQTY Total 

TOTAL Rbar Tons

Horizontal Rebars (continuous)QTY Total 

Rbar TiesTotal 

Total Rbar #5 Length

CMU WallQTY Total 

RebarQTY Total 

Column Footing

Footing Type QTY Length Width  Hieght CY  Waste % Total CY SFCA Size Qty Length Waste % Total Length TonsF4 9 4 4 1 5.33 5% 5.60 16 #5 8 576 0% 576 0.30

Top of FTG 9 3.25 3.25 0.67 2.36 5% 2.48 13 ‐ ‐ ‐ ‐ ‐ ‐F5 2 5 5 1 1.85 5% 1.94 20 #5 10 200 0% 200 0.10

Top of FTG 2 4.25 4.25 0.67 0.90 5% 0.94 17 ‐ ‐ ‐ ‐ ‐ ‐

Matt Foundation

Footing Type QTY Length Width  Hieght CY  Waste % Total CY SFCA Size Qty Length Waste % Total Length TonsMAT1 1 11 9.25 1 3.77 5% 3.96 40.5 #5 42 850.5 0% 851 0.44

Key Way 33 LF

14.92 16270.85

Total 4000 psi Conc. Total Rbar #5 LengthTOTAL Rbar Tons

Pier ‐ P1

Description Length Width Hieght SFCA Forms Waste %Footing (7 ea) 1.34 1.67 1.67 63 1 CY 5% 1.3 CYFormwork 81 SFCA

Description Length Rbar Size # of Rbars Rbar Mult. Waste %(8) #6 Vert. 1.34 #6 8 1.502 75 LF 10% 0.06 Tons 83 Length(8) #6 Vert. 2.25 #6 4 1.502 63 LF 110% 0.10 Tons 132 Length

Description Length   @ (ft) Rbar Size Rbar Mult. Waste %#3 Collar Ties 8" O.C 6 0.67 #3 0.376 84 LF 10% 0.02 Tons 2 Pieces

21592

1

0.18

FootingQTY Total 

Virticle RebarsQTY Total 

TOTAL Airentrained Concrete (3000 psi) CY

TOTAL Rbar Tons

Rbar TiesQTY Total 

Total Rbar #6 LengthTotal Rbar #3 Length

Description Length Hieght SF Waste %Concrete 3000 PSI, Broom Finish ‐ 0.34 1383 17 CY 5% 18 CY

WWF,6x6 w2.1 x 2.1w ‐ ‐ 1383 1383 SF 10% 1521 SF10 Mil Vapor Barrier ‐ ‐ 1383 1383 SF 10% 1521 SF

4" Compacted Stone Base ‐ 0.34 1383 17 CY 10% 19 CYIsolation Joints 20 ‐ ‐ 20 LF 0% 20 LF

Control & Construction Joints 52 ‐ ‐ 52 LF 0% 52 LF

Description Length Hieght SF Waste %2" Light Weight Conc.  ‐ 0.17 717 5 CY 5% 5 CY2" Concrete Topping ‐ 0.17 717 5 CY 5% 5 CY

Description Length Hieght SF Waste %2" Light Weight Conc.  ‐ 0.17 613 4 CY 5% 4 CY2" Concrete Topping ‐ 0.17 613 4 CY 5% 4 CY

Styrofoam High Load Insulation ‐ 4.5 613 613 SF 5% 644 SF1/2" Cement Board ‐ 0.5 613 613 SF 5% 644 SF

QTY Total 

Slab on Grade

Slab on Grade (On Roof) Low SideQTY Total 

Slab on Grade (On Roof) High Side

QTY Total 

Concrete Wall Foundation (Elevator)

Description Length Width Hieght SFCA Forms Waste %Concrete 24.75 0.67 4 0 2 CY 5% 2.6 CYConcrete 8.25 0.83 4 0 1 CY 5% 1.1 CYFormwork 264 SFCA

Description Length Rbar Size # of Rbars Rbar Mult. Waste %#5 @ 12" O.C 24.75 #5 4 1.043 99 LF 10% 0.06 Tons 109 Length#5 @ 12" O.C 8.25 #5 4 1.043 33 LF 10% 0.02 Tons 36 Length

Description Length   @ (ft) Rbar Size Rbar Mult. Waste %Dowels ‐ #5 @ 12" O.C 6.34 1 #5 1.043 157 LF 10% 0.09 Tons 27 Pieces

3180.152644Total CY Airentrained 3500 psi Conc.

Total FormWK (SFCA)

Total Rbar #5 LengthTotal Rbar Tons

Rbar TiesQTY Total 

Wall FoundationQTY Total 

Horizontal Rebars (continuous)QTY Total