PDR Presentation

CONTROL TOWER FOR PROPOSED SOUTH SUBURBAN AIRPORT PDR PRESENTATION 10/20/2015 CAE 495

TABLE OF CONTENTS

I. WORK BREAKDOWN …………………………………………………………………….................... 3

II. SCHEDULE a. Proposed Design Schedule vs. Actual Design Schedule ……………………………. 4

III. WORK a. Structural Design

Structural Plans ..…………………………………………………………………… 7 Loads ……………………………………………………………………………………. 19 Calculations …………………………………………………………………………… 20

b. Mechanical System Energy Analysis ……………………………………………………………………… 28

c. Electrical System Electrical Schedule ………………………………………………………………… 35 Lighting Design …………………………………………………………………….. 36 Electrical Plan ……………………………………………………………………….. 37

d. Construction Management Cost Estimate ………………………………………………………………………… 38

CAE 495 WORK BREAKDOWN NAME RESPONSIBILITY CONTACT INFO ARCHITECT/ENGINEERS Martyr, Mitchlie W. Owner [email protected] Dagger, Kirsten M. Façade [email protected] Jung, Yun Joon Mechanical [email protected] Landon, Ariel A. Electrical [email protected] Tiangson, Jace S. Acoustics/Lighting [email protected] Babusci, Alexander Envelope [email protected] CONCRETE TEAM Chronowski, Padraic Correspondent/Checker [email protected] Josefsen, Malin Designer [email protected] Lwin, Thu Rain M. Scheduler/CM [email protected] Abes, Kareem Estimator [email protected] STEEL TEAM Hui, Jonathan F. Correspondent [email protected] Bodett, John M. Designer [email protected] Adan, Daniel E. Scheduler/Estimator/CM [email protected] Pham, Nghia Q. Checker/CM [email protected]

mailto:[email protected]












SCHEDULE

CAE 495

PERIOD START:09/07/15PERIOD END:10/25/15*Resources will vary per team

M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

Owner - Basis of Design MitchlieDesign Plans/ Facade (Draft) Kirsten Final Drawings KirstenMechanical Yun Joon To Coordinate with other TeamsElectrical Ariel To Coordinate with other TeamsAcoustics/Lighting Jace To Coordinate with other TeamsEnvelope Alex To Coordinate with other TeamsConcrete Concrete Team Members to CoordinateSteel Steel Team Members to CoordinateCost Estimates (For All Divisions) Assigned MembersCompile All Work/Prepare Presentation TBDPDR TBDMake Corrections Everyone If NecessaryCDR Presentation TBD

CAE 495PERIOD START:09/07/15PERIOD END:10/25/15*Resources will vary per team

M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

Owner - Basis of Design MitchlieDesign Plans/ Facade (Draft) Kirsten Final Drawings KirstenMechanical Yun Joon To Coordinate with other TeamsElectrical Ariel To Coordinate with other TeamsAcoustics/Lighting Jace To Coordinate with other TeamsEnvelope Alex To Coordinate with other TeamsConcrete Concrete Team Members to CoordinateSteel Steel Team Members to CoordinateCost Estimates (For All Divisions) EstimatorsCompile All Work/Prepare Presentation CMsPDR CMsMake Corrections CMs If NecessaryCDR Presentation TBD

OCTOBER OCTOBER OCTOBERREMARKS/NOTES

ACTIVITY PERSON/GROUP RESPONSIBLE

ACTUAL DESIGN SCHEDULE

SEPTEMBER SEPTEMBER SEPTEMBER SEP/OCT

OCTOBER OCTOBERREMARKS/NOTES

PROPOSED DESIGN SCHEDULE

ACTIVITY PERSON/GROUP RESPONSIBLE

SEPTEMBER SEPTEMBER SEPTEMBER SEP/OCT OCTOBER

S-P-2002-0

S-P-2011

S-P-301

S-P-302

S-P-303

S-P-304

South Suburban Airport, Air Traffic Control Tower Design Loads Designers CheckersJB, PC JH, MJ

Common Core Dead Loads Quantity Unit TypeUnit Wt. Unit Total (kip) Code Comments

Shear Walls, Self Weight 15136 CF RC 150 PCF 2270 * Assume 1 ft thick walls (shear walls up to cab floor); assume 6" for elevator shaft walls that are not part of shear wallC Level, Floor, Self Weight 2030 CF RC 150 PCF 305 * Assume 12" Slab ThicknessC Level, Roof, Self Weight 2020 CF RC 150 PCF 303 * Assume 8" Slab ThicknessCore Stairs, Self Weight 1792 CF RC 150 PCF 269 * Assume 12" Average ThicknessC Level, Equipment 2030 SF Other 100 PSF 203 * Assumed weight of cab control equipment1/F-8/F (In Core), Self Weight 912 CF RC 150 PCF 137 * Assume 1 ft thick concrete floors. Calculated using area ouside of stairs and elevator (114 SF per floor)A Level, Floor (No Core), Self Weight 825 CF RC 150 PCF 124 * Assume 12" Slab ThicknessB Level, Floor (No Core), Self Weight 825 CF RC 150 PCF 124 * Assume 12" Slab ThicknessB Level, Mezzanine Floor, Self Weight 550 SF Steel 150 PSF 83 * assume 150 psf for mechanical and electrical A, B Level Exterior Walls, Self Weight 4640 SF Glass 17.5 PSF 81 * Assume Walls Non-Load Bearing, Façade OnlyCab Windows 4000 SF Glass 17.5 PSF 70 FAA 70 SF of glass = 1200 lbs as per FAA SpecificationsRooftop Antenna Loads 3030 SF Other 5 PSF 15 FAA For ASDE system: Required for Major Activity AirportRotodome Cover 1 Unit Plastic 5000 Lb 5 FAA Plastic dome covering ASDE AntennaCommon Core Dead Load 3989 Does Not Include Steel/Concrete Columns. See Calculations Below.

Total DL: Steel Option 4145 See Calculations below for Non-Core Steel WeightTotal DL: Concrete Option 4339 See Calculations below for Non-Core Concrete Weight

Live Loads Quantity UnitUnit Wt. Unit Total (kip) Code Ref. Comments

All Stairs 2560 SF 100 PSF 256 ASCEC Level 2030 SF 100 PSF 203 ASCE1/F-8/F 912 SF 150 PSF 137 ASCE 114 SF per floor Level A floor outside core 550 SF 150 PSF 83 ASCE Assumed to be for mechanical room types loadsLevel B floor outside core 550 SF 150 PSF 83 ASCE Assumed to be for mechanical room types loadsB Level, Mezzanine 550 SF 150 PSF 83 ASCE Assumed to be for mechanical room types loadsElevator 1 Unit 7000 Lb 7 * Estimated Weight: To be determined upon selection of elevatorTotal Live Load 852

Non-Core Steel Self-Weight Quantity Unit TypeUnit Wt. Unit Total (kip)

Columns 640 Ft Steel 120 PLF 77 * Assume W14x120 (4 columns 160ft tall)Beams, Connection to Shear Walls 360 Ft Steel 54 PLF 19 * Assume W10x54 (8 beams per floor, 7.5' span each, 1/F-6/F)Beams, Perimeter of Square 840 Ft Steel 72 PLF 60 Assume W12x72 (4 beams per floor, 35' span each, 1/F-6/F)Total Non-Core Steel Weight 156

Non-Core Concrete Self-Weight Quantity Unit TypeUnit Wt. Unit Total (kip)

Columns 1132 CF RC 150 PCF 170 * Assume 16" x 16" section (4 columns, 160 feet)Beams, Connection to Shear Walls 360 CF RC 150 PCF 54 * Assume 1' x 1' section (8 beams per floor, 7.5' span each, 1/F-6/F)Beams, Perimeter of Square 840 CF RC 150 PCF 126 * Assume 1' x 1' section (4 beams per floor, 35' span each, 1/F-6/F)Total Non-Core Concrete Weight 350

Snow Load Quantity UnitUnit Wt. Unit Total (kip)

Cab Roof Snow Load 3030 SF 25 PSF 76 ASCE

Wind LoadsTotal (kip)

Total (kip-ft)

Concrete Design Base Shear Reaction 340 ASCE 7-10 See MATHCAD Sheet 'Preliminary Windload calcs -Concrete' for Derivation according to ASCE 7-10 SpecificationsConcrete Design Base Moment Reaction 34724 ASCE 7-11 See MATHCAD Sheet 'Preliminary Windload calcs -Concrete' for Derivation according to ASCE 7-10 SpecificationsSteel Design Base Shear Reaction 336 ASCE 7-12 See MATHCAD Sheet 'Preliminary Windload calcs -Steel' for Derivation according to ASCE 7-10 SpecificationsSteel Design Base Moment Reaction 34378 ASCE 7-13 See MATHCAD Sheet 'Preliminary Windload calcs -Steel' for Derivation according to ASCE 7-10 Specifications

Other LoadsRotodome shear force 6 FAA specs for 120 mph windRotodome overturning moment 50 FAA KIP FT, specs for 120 mph wind

Wind Load Calculations For Shaft Designed By: PC pg 1Checked By: JH

Concrete Design

Section I is from 0'-80'Section II is from 80'-160'Section III is from 160'-180'

Finding the total exposed area of the shaft, including the "Common Core"

4 Columns with a width of 16" and a length of 80'. Applies to both Sections I & II

≔A_columns_I&II =⋅⋅4 ⎛⎜⎝⋅((16 )) ―1

12―⎞⎟⎠

((80 )) 426.67 2

8 beams width a height of 12" and 32.333' length. These are the beams connecting the supporting columns. Applies to both I & II

≔A_beams_I&II =⋅8 ⎛⎜⎝+⎛

⎜⎝⋅⎛

⎜⎝⋅((12 )) ―1

12―⎞⎟⎠

32.333 ⎞⎟⎠

((4 (( ⋅1 7.5 ))))⎞⎟⎠498.66 2

Common Core wall Section I, 20' wide and 80' tall

≔A_shearwall_I =⋅20 80 1600 2

Common Core wall Section II, 20' wide and 40' tall

≔A_shearwall_II =⋅20 40 800 2

Octangular Levels, First Level: x' height, y' wide. Second Level: Will assume square face for this shape. For Section II

≔A_oct =⋅38 40 1520 2

Section III is the control tower cab

≔A_cab =⋅53.583 20 1071.7 2

pg 2

http://www.novapdf.com

dnl.adan

Highlight

pg 2

->Exposure category for this ACCT is 'C' and the Occupancy Category for a ACCT is "IV'. ->The base wind speed is 120 mph as shown on 26.5-1B in ASCE 7-10->Kd will be equal to 0.85 per Table 26.6-1 in 7-10->Kzt will be equal to 1.00 per Table 26.801 in 7-10->Gust Effect Factor, G, is equal to UNKNOWN, requires completetion of SAP model, however these calculations will assume Gf=1.3 for a conservative estimation

Velocity Pressure (qz)≔qz ⋅⋅⋅⋅0.00256 kz kzt kd V2

For Section I, 0'-80' elevation:

≔kz 1.17 ≔kzt 1.00 ≔kd 0.85 ≔V 120 mph ≔Gf 1.3≔Cp 0.8

≔qz =⋅⋅⋅0.00256 kz kzt kd V2 36.7 ≔GCpi −0.18

≔qz =⋅qz ((1 )) 36.7

≔p =−⋅⋅qz Gf Cp ⎛⎝ ⋅qz GCpi⎞⎠ 44.7

≔Area_I =++A_columns_I&II A_shearwall_I A_beams_I&II 2525.3 2

Resultant on Section 1

≔F_SectionI =― ― ― ―(( ⋅p Area_I))⎛⎜⎝

⋅1000 ― ―⎞⎟⎠

112.9

pg 3


pg 3

For Section II, 80'-160' elevation:

≔kz 1.36 ≔kzt 1.00 ≔kd 0.85 ≔V 120 mph ≔Gf 1.3≔Cp 0.8

≔qz =⋅⋅⋅0.00256 kz kzt kd V2 42.6 ≔GCpi −0.18

≔qz =⋅qz ((1 )) 42.6

≔p =−⋅⋅qz Gf Cp ⎛⎝ ⋅qz GCpi⎞⎠ 52

≔Area_II =+++A_columns_I&II A_shearwall_II A_beams_I&II A_oct 3245.3 2

Resultant on Section II

≔F_SectionII =― ― ― ― ―(( ⋅p Area_II))

⋅((1000)) ― ―168.7

For Section III, 160'-180' elevation:≔Gf 1.3

≔kz 1.43 ≔kzt 1.00 ≔kd 0.85 ≔V 120 mph ≔Cp 0.8≔GCpi −0.18

≔qz =⋅⋅⋅0.00256 kz kzt kd V2 44.8 ≔qz =⋅qz ((1 )) 44.8

≔p =−⋅⋅qz Gf Cp ⎛⎝ ⋅qz GCpi⎞⎠ 54.7

≔Area_III =A_cab 1071.7 2


≔F_SectionIII =― ― ― ― ―(( ⋅p Area_III))

⋅1000 ― ―58.6

≔Total_Shear =++F_SectionI F_SectionII F_SectionIII 340

≔Total_Moment ++(( ⋅F_SectionI 40 )) (( ⋅F_SectionII 120 )) (( ⋅F_SectionIII 170 ))

=Total_Moment 34724 (( ⋅ ))


Wind Load Calculations For Shaft Designed By: PC pg 1

Steel DesignChecked By: JH

Section I is from 0'-80'Section II is from 80'-160'Section III is from 160'-180'

Finding the total exposed area of the shaft, including the "Common Core"

4 Columns with a Depth of 16" and a length of 80'. Applies to both Sections I & II

≔A_columns_I&II =⋅⋅4 ⎛⎜⎝⋅((16 )) ―1

12―⎞⎟⎠

((80 )) 426.67 2

8 beams with a Depth of 10" and 32.333' length. These are the beams connecting the supporting columns. Applies to both I & II

≔A_beams_I&II =⋅8 ⎛⎜⎝+⎛

⎜⎝⋅⎛

⎜⎝⋅((10 )) ―1

12―⎞⎟⎠

32.333 ⎞⎟⎠

((4 (( ⋅1 7.5 ))))⎞⎟⎠455.55 2

Common Core wall Section I, 20' wide and 80' tall

≔A_shearwall_I =⋅20 80 1600 2

Common Core wall Section II, 20' wide and 40' tall

≔A_shearwall_II =⋅20 40 800 2

Octangular Levels, First Level: x' height, y' wide. Second Level: Will assume square face for this shape. For Section II

≔A_oct =⋅38 40 1520 2

Section III is the control tower cab

≔A_cab =⋅53.583 20 1071.7 2

pg 2


dnl.adan

Highlight

pg 2

->Exposure category for this ACCT is 'C' and the Occupancy Category for a ACCT is "IV'. ->The base wind speed is 120 mph as shown on 26.5-1B in ASCE 7-10->Kd will be equal to 0.85 per Table 26.6-1 in 7-10->Kzt will be equal to 1.00 per Table 26.801 in 7-10->Gust Effect Factor, G, is equal to UNKNOWN, requires completetion of SAP model, however these calculations will assume Gf=1.3 for a conservative estimation

Velocity Pressure (qz)≔qz ⋅⋅⋅⋅0.00256 kz kzt kd V2

For Section I, 0'-80' elevation:

≔kz 1.17 ≔kzt 1.00 ≔kd 0.85 ≔V 120 mph

≔qz =⋅⋅⋅0.00256 kz kzt kd V2 36.7

≔Gf 1.3≔Cp 0.8≔GCpi −0.18

≔qz =⋅qz ((1 )) 36.7

≔p =−⋅⋅qz Gf Cp ⎛⎝ ⋅qz GCpi⎞⎠ 44.7

≔Area_I =++A_columns_I&II A_shearwall_I A_beams_I&II 2482.2 2


≔F_SectionI =― ― ― ―(( ⋅p Area_I))⎛⎜⎝

⋅1000 ― ―⎞⎟⎠

111

pg 3


pg 3

For Section II, 80'-160' elevation:

≔kz 1.36 ≔kzt 1.00 ≔kd 0.85 ≔V 120 mph

≔qz =⋅⋅⋅0.00256 kz kzt kd V2 42.6

≔Gf 1.3

≔qz =⋅qz ((1 )) 42.6

≔Cp 0.8≔GCpi −0.18

≔p =−⋅⋅qz Gf Cp ⎛⎝ ⋅qz GCpi⎞⎠ 52

≔Area_II =+++A_columns_I&II A_shearwall_II A_beams_I&II A_oct 3202.2 2

Resultant on Section II

≔F_SectionII =― ― ― ― ―(( ⋅p Area_II))

⋅((1000)) ― ―166.5

For Section III, 160'-180' elevation:

≔kz 1.43 ≔kzt 1.00 ≔kd 0.85 ≔V 120 mph

≔qz =⋅⋅⋅0.00256 kz kzt kd V2 44.8

≔Gf 1.3≔Cp 0.8≔GCpi −0.18

≔qz =⋅qz ((1 )) 44.8

≔p =−⋅⋅qz Gf Cp ⎛⎝ ⋅qz GCpi⎞⎠ 54.7

≔Area_III =A_cab 1071.7 2

Resultant on Section 1≔F_SectionIII =― ― ― ― ―

(( ⋅p Area_III))

⋅1000 ― ―58.6

≔Total_Shear =++F_SectionI F_SectionII F_SectionIII 336≔Total_Moment ++(( ⋅F_SectionI 40 )) (( ⋅F_SectionII 120 )) (( ⋅F_SectionIII 170 ))

=Total_Moment 34378 (( ⋅ ))

Note: these laod are subject to change once the correct natural frequency, and thus the correct gust factor have been determined


c q y Depth (ft) Unit Weight (pcf) Vertical Stress (psf) Cohesion (psf) Ultimate Bearing Capacity (ksf)

Bearing Capacity Factors (N) 5.7 1.0 0.0 0.0 115 0 0 0.0

Modification Factors (S) 2.0 1.0 0.6 5.0 115 575 1000 8.0

7.5 125 938 3000 23.2

Width of Foundation (ft) 20 10.0 125 1250 2000 16.1

12.5 125 1563 2000 16.4

Loads Dead (kips)Live (kips) Total (kips) 15.0 125 1875 2000 16.7

Common Core (Concrete) 4339 0 17.5 125 2188 2000 17.0

Non Core (Concrete) 350 0 20.0 125 2500 2000 17.3

Live Loads 0 852 22.0 135 2970 3000 25.2

Total Allowable Load (Concrete) 4689 852 5541 25.0 135 3375 3000 25.6

27.5 135 3713 3000 25.9

Loads Dead (kips)Live (kips) Total (kips) 30.0 130 3900 4500 37.2

Common Core (Steel) 4145 0 32.5 130 4225 4500 37.6

Non Core (Steel) 156 0 35.0 130 4550 4500 37.9

Live Loads 0 852 37.5 130 4875 4500 38.2

Total Allowable Load (Steel) 4301 852 5153 40.0 130 5200 4500 38.5

42.5 130 5525 4500 38.9

45.0 135 6075 4000 35.7

47.5 135 6413 4000 36.1

50.0 135 6750 4000 36.4

Mat Foundation Depth Foundation Weight (kips)Steel Bearing Stress (ksf)Concrete Bearing Stress (ksf) Depth Steel F.S. Concrete F.S.

0.0 88.038 13.1 14.1 0.0 0.0 0.0

5.0 94.578 13.1 14.1 5.0 0.6 0.6

7.5 97.848 13.1 14.1 7.5 1.8 1.6

10.0 101.118 13.1 14.1 10.0 1.2 1.1

12.5 104.388 13.1 14.1 12.5 1.2 1.2

15.0 107.658 13.2 14.1 15.0 1.3 1.2

17.5 110.928 13.2 14.1 17.5 1.3 1.2

20.0 114.198 13.2 14.1 20.0 1.3 1.2

22.0 116.814 13.2 14.1 22.0 1.9 1.8

25.0 120.738 13.2 14.2 25.0 1.9 1.8

27.5 124.008 13.2 14.2 27.5 2.0 1.8

30.0 127.278 13.2 14.2 30.0 2.8 2.6

32.5 130.548 13.2 14.2 32.5 2.8 2.6

35.0 133.818 13.2 14.2 35.0 2.9 2.7

37.5 137.088 13.2 14.2 37.5 2.9 2.7

40.0 140.358 13.2 14.2 40.0 2.9 2.7

42.5 143.628 13.2 14.2 42.5 2.9 2.7

45.0 146.898 13.2 14.2 45.0 2.7 2.5

47.5 150.168 13.3 14.2 47.5 2.7 2.5

50.00 153.438 13.3 14.2 50.0 2.7 2.6

0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

0.0 10.0 20.0 30.0 40.0 50.0 60.0

Fa

cto

r o

f Sa

fety

Foundation Depth

Steel

Concrete

0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

0.0 10.0 20.0 30.0 40.0 50.0 60.0

Fact

or o

f Saf

ety

Foundation Depth

Steel

Concrete

1

Energy Analysis Report

CAE 495 - RE Analysis Analyzed 10/16/2015

Energy Analysis Result

Building Performance Factors

Energy Use Intensity

Life Cycle Energy Use/Cost

Renewable Energy Potential

2


Annual Carbon Emissions

Annual Energy Use/Cost

Energy Use: Fuel

Energy Use: Electricity

3


Monthly Heating Load

Monthly Cooling Load

Monthly Fuel Consumption

4


Monthly Electricity Consumption

Monthly Peak Demand

Annual Wind Rose (Speed Distribution)

5


Annual Wind Rose (Frequency Distribution)

Monthly Wind Roses

6


Monthly Design Data

Annual Temperature Bins

7


Diurnal Weather Averages

Humidity

Quantity Equipment/Materials

3 Main Distribution Panel 480V 3phase 3wire

3 Transformer 15kVA 3wire 3phase

4 Disconnect 1 fusible 3 non-fusible

5 Panel board 120/208 3phase 4wire

1 Switchboard

2 1Hp motor

2 1/4 Hp motor

20 Duplex

4 500ft plus wiring

5 Conduit, 170+ feet of each size

2 paths Fiber optic wiring

10 Quad receptacles

10 Duplex receptavles

10 Isolated ground outlets

20 Grounding rods

20 Grounding plates

6 Cable trays

1 Water proof outlet

10 Switches

1 Dimmer

1 Fire alarm annunciation panel

ELECTRICAL SCHEDULE

ELECTRICAL ENGINEER

ARIEL LANDON

E-100

Lighting Design

SectionArea of Section

(ft)2

Foot Candles

(fc)

Required Lumens

(fc x Area)

Include Light Loss

Factor (.75) and

Utilization Factor

(.65)

Emergency

RequirementsFixture Type

Average Lumen per

FixtureNumber of Fixture

Cab 1320 40-60 52,800-79,200 73,920-110,880 1 Fixture

Recessed or Track

Fluorescent

(Dimmable)

5,700 13-20

Floor B 786 50-70 39,300-55,020 55,020-77,030 100% of FixturesRecessed

Fluorescent5,700 10-14

Floor A 639 30-50 19,170-31,950 26,840-44,730 1 Fixture

Recessed

or

Industrial

Fluorescent

5,700 5-8

Shaft 400 10-20 4,000-8,000 5,600-11,200 1 Fixture

Recessed

or

Industrial

Fluoresccent

2,850 2-4

Bathroom A 32 20 640 900 1 Fixture

Incandescant

or

Fluorescent

937 (Incandescant)

or

600 (Fluorescent)

1 (Incadescent)

or

2 Flourescent

Bathroom B 42 20 840 1180 1 Fixture

Incandescant

or

Fluorescent

937 (Incandescant)

or

600 (Fluorescent)

1 Incadescent

or

2 Flourescent

Stairs 96 10-20 960 1345 100% fo FixturesRecessed

Fluorescent600 2

Elevator 42 10-20 420-840 590-1180 1 Fixture Fluorescent

600 1

LIGHTING DESIGN

ELECTRICAL ENGINEER

JACE TIONGSON

E-101

ELECTRICAL PLAN

ELECTRICAL ENGINEER

ARIEL LANDON

E-200

Foundations Qty C.Y. Notes

Piles 36 60.00 No info reguarding reinforcement.

Footing 4 28.44 No info reguarding reinforcement.

Foundation Mat 1 1333.33 7 foot foundation mat seems excessive

Structural Concrete

Lvl 1

Column (C) 4 5.27 No info reguarding reinforcement.

Shear Wall (W) 1 69.63 No info reguarding reinforcement.

Slab (1st Floor) 1 48.00 No info reguarding reinforcement.

Lvl 2-6



Beam Outer 20 24.94 No info reguarding reinforcement.

Beam Inner 40 10.37 No info reguarding reinforcement.

Lvl 7-8





T-Beam (TB) & (WB) 16 5.33 T-Beams cross sections may not have been correct.


Lvl 9






T-Beam (TB) 24 2.78 T-Beams cross sections may not have been correct.

T-Beam (TB) 8 0.47 T-Beams cross sections may not have been correct.

T-Beam (TX) 4 1.00 T-Beams cross sections may not have been correct.

Roof

Slab (Roof) 1 102.95 No info reguarding reinforcement.

Total 2316.58 No info reguarding reinforcement.

CONCRETE ESTIMATE

Stories Count (L.F.):

Building Type:

Square Foot Cost Estimate Report

Location:

Stories Height

Data Release:

Basement Included:

Year 2015 Quarter 4

SOUTH SUBURBAN, IL

80,000.00Floor Area (S.F.):

LaborType

10.00

18.00

STD

Office, 5-10 Story with Precast Concrete Panel / R/Conc. Frame

SSA Control Tower

No

Cost Per Square Foot $237.41

Total Building Cost $18,993,013.83

Estimate Name:

Costs are derived from a building model with basic components. Scope

differences and market conditions can cause costs to vary significantly.

Date: 10/20/2015

CostCost Per

SF

% of

Total

A Substructure $221,607.63$2.771.6%

Standard FoundationsA1010 $114,469.83$1.43

Strip footing, concrete, reinforced, load 18.4 KLF, soil bearing capacity 6 KSF, 12" deep x

40" wide

$27,871.83$0.35

Spread footings, 3000 PSI concrete, load 600K, soil bearing capacity 6 KSF, 10' - 6" square

x 33" deep

$86,598.00$1.08

Slab on GradeA1030 $56,637.12$0.71

Slab on grade, 4" thick, non industrial, reinforced $56,637.12$0.71

Basement ExcavationA2010 $3,701.76$0.05

Excavate and fill, 10,000 SF, 4' deep, sand gravel, or common earth, on site storage $3,701.76$0.05

Basement WallsA2020 $46,798.92$0.58

Foundation wall, CIP, 4' wall height, direct chute, .148 CY/LF, 7.2 PLF, 12" thick $46,798.92$0.58

B Shell $5,989,703.03$74.8741.8%

Floor ConstructionB1010 $1,975,299.84$24.69

Cast-in-place concrete column, 20" square, tied, 800K load, 12' story height, 394 lbs/LF,

6000PSI

$206,152.56$2.58

Cast-in-place concrete column, 20" square, tied, 900K load, 12' story height, 394 lbs/LF,

6000PSI

$217,274.40$2.72

Cast-in-place concrete column, 20", square, tied, minimum reinforcing, 500K load, 10'-14'

story height, 375 lbs/LF, 4000PSI

$125,610.48$1.57

Flat plate, concrete, 9" slab, 20" column, 20'x25' bay, 75 PSF superimposed load, 188 PSF

total load

$1,426,262.40$17.83

Roof ConstructionB1020 $155,932.00$1.95

Roof, concrete, beam and slab, 20'x25' bay, 40 PSF superimposed load, 18" deep beam,

8.5" slab, 146 PSF total load

$155,932.00$1.95

Exterior WallsB2010 $3,061,467.36$38.27

Exterior wall, precast concrete, ribbed, 6" thick, 20' x 10', aggregate finish, 2" rigid

insulation, high rise

$3,061,467.36$38.27

11-800-334-3509 [email protected]® 2015

CostCost Per

SF

% of

Total

Exterior WindowsB2020 $703,809.79$8.80

Windows, aluminum, sliding, insulated glass, 5' x 3' $703,809.79$8.80

Exterior DoorsB2030 $25,851.95$0.32

Door, aluminum & glass, with transom, narrow stile, double door, hardware, 6'-0" x 10'-0"

opening

$21,620.25$0.27

Door, steel 18 gauge, hollow metal, 1 door with frame, no label, 3'-0" x 7'-0" opening $4,231.70$0.05

Roof CoveringsB3010 $67,342.09$0.84

Roofing, asphalt flood coat, gravel, base sheet, 3 plies 15# asphalt felt, mopped $31,655.68$0.40

Insulation, rigid, roof deck, composite with 2" EPS, 1" perlite $19,331.84$0.24

Roof edges, aluminum, duranodic, .050" thick, 6" face $13,458.82$0.17

Flashing, aluminum, no backing sides, .019" $2,895.75$0.04

C Interiors $2,780,943.41$34.7619.4%

PartitionsC1010 $594,175.57$7.43

Metal partition, 5/8" water resistant gypsum board face, no base layer, 3-5/8" @ 24" OC

framing ,same opposite face, no insulation

$169,618.67$2.12

1/2" fire rated gypsum board, taped & finished, painted on metal furring $424,556.90$5.31

Interior DoorsC1020 $266,488.60$3.33

Door, single leaf, kd steel frame, hollow metal, commercial quality, flush, 3'-0" x 7'-0" x

1-3/8"

$266,488.60$3.33

FittingsC1030 $67,699.26$0.85

Toilet partitions, cubicles, ceiling hung, plastic laminate $67,699.26$0.85

Stair ConstructionC2010 $393,926.25$4.92

Stairs, steel, cement filled metal pan & picket rail, 12 risers, with landing $393,926.25$4.92

Wall FinishesC3010 $112,607.25$1.41

Painting, interior on plaster and drywall, walls & ceilings, roller work, primer & 2 coats $26,627.41$0.33

Vinyl wall covering, fabric back, medium weight $85,979.84$1.07

Floor FinishesC3020 $562,683.28$7.03

Carpet, tufted, nylon, roll goods, 12' wide, 36 oz $298,706.88$3.73

Carpet, padding, add to above, 2.7 density $65,789.76$0.82

Vinyl, composition tile, maximum $80,934.96$1.01

Tile, ceramic natural clay $117,251.68$1.47

Ceiling FinishesC3030 $783,363.20$9.79

Acoustic ceilings, 3/4"mineral fiber, 12" x 12" tile, concealed 2" bar & channel grid,

suspended support

$783,363.20$9.79

D Services $5,342,095.99$66.7837.3%

Elevators and LiftsD1010 $1,197,024.00$14.96

Traction, geared passenger, 3500 lb, 8 floors, 12' story height, 2 car group, 200 FPM $1,197,024.00$14.96

Plumbing FixturesD2010 $227,407.95$2.84

Water closet, vitreous china, bowl only with flush valve, wall hung $87,844.03$1.10

Urinal, vitreous china, wall hung $22,292.10$0.28

Lavatory w/trim, vanity top, PE on CI, 20" x 18" $42,806.95$0.54

Service sink w/trim, PE on CI,wall hung w/rim guard, 24" x 20" $49,388.40$0.62

Water cooler, electric, wall hung, 8.2 GPH $15,165.74$0.19

Water cooler, electric, wall hung, wheelchair type, 7.5 GPH $9,910.73$0.12

Domestic Water DistributionD2020 $45,279.36$0.57

Gas fired water heater, commercial, 100< F rise, 200 MBH input, 192 GPH $45,279.36$0.57

Rain Water DrainageD2040 $27,362.09$0.34

Roof drain, CI, soil,single hub, 5" diam, 10' high $10,418.40$0.13

Roof drain, CI, soil,single hub, 5" diam, for each additional foot add $16,943.69$0.21

Terminal & Package UnitsD3050 $1,572,840.00$19.66

Rooftop, multizone, air conditioner, offices, 25,000 SF, 79.16 ton $1,572,840.00$19.66

21-800-334-3509 [email protected]® 2015

CostCost Per

SF

% of

Total

SprinklersD4010 $276,102.45$3.45

Wet pipe sprinkler systems, steel, light hazard, 1 floor, 10,000 SF $41,693.40$0.52

Wet pipe sprinkler systems, steel, light hazard, each additional floor, 10,000 SF $224,462.70$2.81

Standard High Rise Accessory Package 8 story $9,946.35$0.12

StandpipesD4020 $89,526.19$1.12

Wet standpipe risers, class III, steel, black, sch 40, 4" diam pipe, 1 floor $22,314.96$0.28

Wet standpipe risers, class III, steel, black, sch 40, 4" diam pipe, additional floors $34,871.26$0.44

Fire pump, electric, with controller, 5" pump, 100 HP, 1000 GPM $28,936.80$0.36

Fire pump, electric, for jockey pump system, add $3,403.17$0.04

Electrical Service/DistributionD5010 $135,334.71$1.69

Overhead service installation, includes breakers, metering, 20' conduit & wire, 3 phase, 4

wire, 120/208 V, 1600 A

$36,685.75$0.46

Feeder installation 600 V, including RGS conduit and XHHW wire, 60 A $2,207.11$0.03



Switchgear installation, incl switchboard, panels & circuit breaker, 120/208 V, 1600 A $42,504.90$0.53

Lighting and Branch WiringD5020 $1,212,695.21$15.16

Receptacles incl plate, box, conduit, wire, 16.5 per 1000 SF, 2.0 W per SF, with transformer $477,012.80$5.96

Miscellaneous power, 1.2 watts $34,800.00$0.44

Central air conditioning power, 4 watts $62,593.60$0.78

Motor installation, three phase, 460 V, 15 HP motor size $12,925.90$0.16

Motor feeder systems, three phase, feed to 200 V 5 HP, 230 V 7.5 HP, 460 V 15 HP, 575 V

20 HP

$2,838.97$0.04

Motor connections, three phase, 200/230/460/575 V, up to 5 HP $169.89$0.00

Motor connections, three phase, 200/230/460/575 V, up to 100 HP $748.69$0.01

Fluorescent fixtures recess mounted in ceiling, 1.6 watt per SF, 40 FC, 10 fixtures @32watt

per 1000 SF

$621,605.36$7.77

Communications and SecurityD5030 $464,560.90$5.81

Telephone wiring for offices & laboratories, 8 jacks/MSF (cost per MSF) $170,808.90$2.14

Communication and alarm systems, fire detection, addressable, 100 detectors, includes

outlets, boxes, conduit and wire

$92,428.50$1.16

Fire alarm command center, addressable with voice, excl. wire & conduit $13,222.00$0.17

Internet wiring, 8 data/voice outlets per 1000 S.F. $188,101.50$2.35

Other Electrical SystemsD5090 $93,963.13$1.17

Generator sets, w/battery, charger, muffler and transfer switch, diesel engine with fuel

tank, 100 kW

$42,006.50$0.53

Uninterruptible power supply with standard battery pack, 15 kVA/12.75 kW $51,956.63$0.65

E Equipment & Furnishings $0.00$0.000.0%

Other EquipmentE1090 $0.00$0.00

F Special Construction $0.00$0.000.0%

G Building Sitework $0.00$0.000.0%

Sub Total

Contractor's Overhead & Profit

Architectural Fees

User Fees

Total Building Cost

$14,334,350.06100%

25.0 % $3,583,587.52

6.0 % $1,075,076.25

0.0 % $0.00

$18,993,013.83

$179.18

$44.79

$13.44

$0.00

$237.41

** Indicates Assemblies or Components have been customized.

31-800-334-3509 [email protected]® 2015

1234 N. Something St

Unit Detail Report with Subcontracted Lines

Mitchlie Martyr

Ray Lemming

MWRD

Prepared By:

Peotone, IL, 60468

SSA Control Tower

Year 2015 Quarter 4

Date: 10/20/2015

Line Number Quantity UnitDescription Total Incl.

O&P

Ext. Total Incl. O&P

(Sub-Contracted)

Ext. Total Incl.

O&P

Existing Conditions02

023213100800 60.00 L.F.Subsurface investigation, boring and

exploratory drilling, cased borings in

earth, with samples, 2-1/2" diameter

$71.93 4,315.80 0.00

4,315.80 0.00Existing Conditions Subtotal02

Concrete03

033053400300 21.88 C.Y.Structural concrete, in place, beam

(3500 psi), 5 kip per LF, 10' span,

includes forms(4 uses), Grade 60

rebar, concrete (Portland cement Type

I), placing and finishing

$1,880.61 41,147.75 0.00

033053400350 65.57 C.Y.Structural concrete, in place, beam

(3500 psi), 5 kip per LF, 25' span,




$1,669.26 109,453.38 0.00

033053400820 47.41 C.Y.Structural concrete, in place, column

(4000 psi), square, 2% - 3%

reinforcing, 16" x 16", includes

forms(4 uses), Grade 60 rebar,

concrete (Portland cement Type I),

placing and finishing

$2,434.25 115,407.79 0.00

033053403850 28.44 C.Y.Structural concrete, in place, spread

footing (3000 psi), over 5 C.Y.,




$399.46 11,360.64 0.00

033053404050 1,333.33 C.Y.Structural concrete, in place,

foundation mat (3000 psi), over 20

C.Y., includes forms(4 uses), Grade 60



$441.93 589,238.53 0.00

033053404900 4,082.06 S.F.Structural concrete, in place, slab on

grade (3500 psi), over 10000 S.F., 12"

thick, includes concrete (Portland

cement Type I), placing and finishing,

excludes forms and reinforcing

$7.85 32,044.17 0.00

033053405950 0.00 C.Y.Structural concrete, in place, pile cap

(3000 psi), square or rectangular, over

10 C.Y., includes forms(4 uses), Grade

60 rebar, concrete (Portland cement

Type I), placing and finishing

$362.88 0.00 0.00

898,652.26 0.00Concrete Subtotal03

Thermal and Moisture Protection07

077123200200 18.00 Ea.Elbows, aluminum, embossed, .025"

thick, 3" x 4"

$15.17 273.06 0.00

273.06 0.00Thermal and Moisture Protection Subtotal07

11-800-334-3509 [email protected]® 2015


O&P


(Sub-Contracted)

Ext. Total Incl.

O&P

Heating, Ventilating, and Air Conditioning (HVAC)23

233113130120 520.00 Lb.Metal ductwork, fabricated

rectangular, 500 to 1000 lb., aluminum

alloy 3003-H14, includes fittings,

joints, supports and allow for a

flexible connections field sketches,

excludes as-built drawings and

insulation

$30.30 15,756.00 0.00

233113130120 1.00 Lb.Metal ductwork, fabricated

rectangular, for high pressure

ductwork, add

$11.42 5,940.48 0.00

233113130120 1.00Metal ductwork, fabricated

rectangular, over 40' high, includes

fittings, joints, supports and allow for

a flexible connections field sketches,

excludes as-built drawings &

insulation, add to labor for elevated

installation of fabricated ductwork

$9.42 4,900.90 0.00

235513160100 1.00 Ea.Duct furnace, gas fired, stainless steel

heat exchanger, electric ignition,

interior installation, 120 MBH output,

includes burner and controls

$3,209.75 3,209.75 0.00

236313101800 1.00 Ea.Condenser, ratings are for air cooled,

direct drive, propeller fan, 63 ton

$31,849.10 31,849.10 0.00

61,656.23 0.00Heating, Ventilating, and Air Conditioning (HVAC) Subtotal23

Electrical26

260526800130 20.00 Ea.Grounding rod, copper clad, 15' long,

3/4" diameter

$283.76 5,675.20 0.00

260533135180 1,700.00 L.F.Electric metallic tubing (EMT), 4"

diameter, to 15' high, incl 2

terminations, 2 elbows, 11 beam

clamps, and 11 couplings per 100 LF

$38.75 65,875.00 0.00

260533135180 1.00Conduit, add to labor for higher

elevated installation over 40' high, add

$8.88 15,102.80 0.00

260536103200 210.00 L.F.Cable tray, ladder type, aluminum, 4"

deep, 6" rung spacing, 6" wide, to 15'

elevation, incl fittings & supports

$33.80 7,098.00 0.00

260590106130 11.00 Ea.Lighting outlets, residential, box 4"

and wire (for fixture), EMT & wire,

20'

$112.19 1,234.09 0.00

262213101300 3.00 Ea.Transformer, dry-type, single phase

240/480 V primary 120/240 V

secondary, 15 kVA

$3,433.78 10,301.34 0.00

262413300950 1.00 Ea.Switchboards, distribution section,

aluminum bus bars, 4 W, 120/208 or

277/480 V, 4000 amp, excl breakers

$12,985.18 12,985.18 0.00

262413400600 4.00 Ea.Fusible switch, double, 600 V,

100/100 amp, for feeder section

$1,651.20 6,604.80 0.00

262416302000 5.00Panelboards, 3 phase 4 wire, main

circuit breaker, 120/208 V, NQOD,

incl 20 A 1 pole plug-in breakers

$0.00 0.00 0.00

262416302450 3.00Panelboards, 3 phase 4 wire, main

circuit breaker, 277/480 V, NEHB, incl

20 A 1 pole plug-in breakers

$0.00 0.00 0.00

262726201650 1.00 Ea.Dimmer switch, incandescent, 1 pole,

120 volt, 600 watt

$79.36 79.36 0.00

21-800-334-3509 [email protected]® 2015


O&P


(Sub-Contracted)

Ext. Total Incl.

O&P

262726202470 30.00 Ea.Duplex receptacle, grounded, 120 volt,

20 amp

$42.19 1,265.70 0.00

262726202600 20.00 Ea.Wall plates, stainless steel, 1 gang $14.02 280.40 0.00

262816203900 10.00 Ea.Safety switches, heavy duty, 3 pole,

fusible, 240 volt, 600 amp, NEMA 1

$4,678.18 46,781.80 0.00

267113200060 2.00 Ea.Motors, dripproof, premium

efficiency, 1.15 service factor, 1800

RPM, 230/460 V, 60 Hz, 1/4 HP

$383.27 766.54 0.00

267113200100 2.00 Ea.Motors, dripproof, premium

efficiency, 1.15 service factor, 1800

RPM, 230/460 V, 60 Hz, 1 HP

$513.97 1,027.94 0.00

175,078.15 0.00Electrical Subtotal26

Communications27

271323130010 2.00Communications optical Fiber $0.00 0.00 0.00

0.00 0.00Communications Subtotal27

Electronic Safety and Security28

283123508200 1.00 Ea.Detection system, annunciator panel,

16 zone lamp, excluding wires &

conduits

$1,169.12 1,169.12 0.00

1,169.12 0.00Electronic Safety and Security Subtotal28

Earthwork31

316329130200 1,620.00 V.L.F.Uncased drilled concrete piers, thin

wall shell pile, straight sided, 16

ga.10" diameter, 7.3 lb/LF, priced

using 200 piles, 60' long, unless

specified otherwise, excludes pile

caps, mobilization, or reinforcing

$23.48 38,037.60 0.00

38,037.60 0.00Earthwork Subtotal31

Subtotal 1,179,182.22 0.00

General Contractor's Markup on Subs 10.00% $0.00 $0.00

Subtotal $1,179,182.22 $0.00

General Conditions5.00% $58,959.11 $0.00

Subtotal $1,238,141.33 $0.00

15.00% $185,721.20 $0.00

Subtotal $1,423,862.53 $0.00

Grand Total $1,423,862.53

General Contractor's Overhead and Profit

31-800-334-3509 [email protected]® 2015

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