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 mmartyr@hawk.iit.edu
Dagger, Kirsten M. Façade kdagger@hawk.iit.edu
Jung, Yun Joon Mechanical yjung15@hawk.iit.edu
Landon, Ariel A. Electrical alandon@hawk.iit.edu
Tiangson, Jace S. Acoustics/Lighting jtiongso@hawk.iit.edu
Babusci, Alexander Envelope ababusci@hawk.iit.edu
CONCRETE TEAM
Chronowski, Padraic Correspondent/Checker pchronow@hawk.iit.edu
Josefsen, Malin Designer mjosefse@hawk.iit.edu
Lwin, Thu Rain M. Scheduler/CM tlwin@hawk.iit.edu
Abes, Kareem Estimator kabes@hawk.iit.edu
STEEL TEAM
Hui, Jonathan F. Correspondent jhui2@hawk.iit.edu
Bodett, John M. Designer jbodett@hawk.iit.edu
Adan, Daniel E. Scheduler/Estimator/CM dadan@hawk.iit.edu
Pham, Nghia Q. Checker/CM npham2@hawk.iit.edu

CAE 495
PERIOD START:
09/07/15
PERIOD 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 S
07 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 Mitchlie
Design Plans/ Facade (Draft) Kirsten
Final Drawings Kirsten
Mechanical Yun Joon To Coordinate with other Teams
Electrical Ariel To Coordinate with other Teams
Acoustics/Lighting Jace To Coordinate with other Teams
Envelope Alex To Coordinate with other Teams
Concrete Concrete Team Members to Coordinate
Steel Steel Team Members to Coordinate
Cost Estimates (For All Divisions) Assigned Members
Compile All Work/Prepare Presentation TBD
PDR TBD
Make Corrections Everyone If Necessary
CDR Presentation TBD
CAE 495
PERIOD START:
09/07/15
PERIOD 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 S
07 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 Mitchlie
Design Plans/ Facade (Draft) Kirsten
Final Drawings Kirsten
Mechanical Yun Joon To Coordinate with other Teams
Electrical Ariel To Coordinate with other Teams
Acoustics/Lighting Jace To Coordinate with other Teams
Envelope Alex To Coordinate with other Teams
Concrete Concrete Team Members to Coordinate
Steel Steel Team Members to Coordinate
Cost Estimates (For All Divisions) Estimators
Compile All Work/Prepare Presentation CMs
PDR CMs
Make Corrections CMs If Necessary
CDR Presentation TBD
OCTOBER OCTOBER OCTOBER
REMARKS/NOTES
ACTIVITY PERSON/GROUP
RESPONSIBLE
ACTUAL DESIGN SCHEDULE
SEPTEMBER SEPTEMBER SEPTEMBER SEP/OCT
OCTOBER OCTOBER
REMARKS/NOTES
PROPOSED DESIGN SCHEDULE
ACTIVITY PERSON/GROUP
RESPONSIBLE
SEPTEMBER SEPTEMBER SEPTEMBER SEP/OCT OCTOBER

South Suburban Airport, Air Traffic Control Tower Design Loads Designers Checkers
JB, PC JH, MJ
Common Core Dead Loads Quantity Unit Type
Unit
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 wall
C Level, Floor, Self Weight 2030 CF RC 150 PCF 305 * Assume 12" Slab Thickness
C Level, Roof, Self Weight 2020 CF RC 150 PCF 303 * Assume 8" Slab Thickness
Core Stairs, Self Weight 1792 CF RC 150 PCF 269 * Assume 12" Average Thickness
C Level, Equipment 2030 SF Other 100 PSF 203 * Assumed weight of cab control equipment
1/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 Thickness
B Level, Floor (No Core), Self Weight 825 CF RC 150 PCF 124 * Assume 12" Slab Thickness
B 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 Only
Cab Windows 4000 SF Glass 17.5 PSF 70 FAA 70 SF of glass = 1200 lbs as per FAA Specifications
Rooftop Antenna Loads 3030 SF Other 5 PSF 15 FAA For ASDE system: Required for Major Activity Airport
Rotodome Cover 1 Unit Plastic 5000 Lb 5 FAA Plastic dome covering ASDE Antenna
Common 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 Weight
Total DL: Concrete Option 4339 See Calculations below for Non-Core Concrete Weight
Live Loads Quantity Unit
Unit
Wt. Unit Total (kip) Code Ref. Comments
All Stairs 2560 SF 100 PSF 256 ASCE
C Level 2030 SF 100 PSF 203 ASCE
1/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 loads
Level B floor outside core 550 SF 150 PSF 83 ASCE Assumed to be for mechanical room types loads
B Level, Mezzanine 550 SF 150 PSF 83 ASCE Assumed to be for mechanical room types loads
Elevator 1 Unit 7000 Lb 7 * Estimated Weight: To be determined upon selection of elevator
Total Live Load 852
Non-Core Steel Self-Weight Quantity Unit Type
Unit
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 Type
Unit
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 Unit
Unit
Cab Roof Snow Load 3030 SF 25 PSF 76 ASCE
Wind Loads
Total
(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 Specifications
Concrete Design Base Moment Reaction 34724 ASCE 7-11 See MATHCAD Sheet 'Preliminary Windload calcs -Concrete' for Derivation according to ASCE 7-10 Specifications
Steel Design Base Shear Reaction 336 ASCE 7-12 See MATHCAD Sheet 'Preliminary Windload calcs -Steel' for Derivation according to ASCE 7-10 Specifications
Steel Design Base Moment Reaction 34378 ASCE 7-13 See MATHCAD Sheet 'Preliminary Windload calcs -Steel' for Derivation according to ASCE 7-10 Specifications
Other Loads
Rotodome shear force 6 FAA specs for 120 mph wind
Rotodome overturning moment 50 FAA KIP FT, specs for 120 mph wind

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

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 V
2
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 V
2
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
2
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
2
44.8 qz =qz ((1 )) 44.8
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 Design
Checked 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

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 V
2
For Section I, 0'-80' elevation:
kz 1.17 kzt 1.00 kd 0.85 V 120 mph
2
36.7
Gf 1.3
Cp 0.8
GCpi 0.18
qz =qz ((1 )) 36.7
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
2
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
2
44.8
Gf 1.3
Cp 0.8
GCpi 0.18
qz =qz ((1 )) 44.8
Area_III =A_cab 1071.7
2
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
FactorofSafety
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
FactorofSafety
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
Section
Area of Section
(ft)
2
Foot Candles
(fc)
Required Lumens
(fc x Area)
Include Light Loss
Factor (.75) and
Utilization Factor
(.65)
Emergency
Requirements
Fixture Type
Average Lumen per
Fixture
Number 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 Fixtures
Recessed
Fluorescent
5,700 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 Fixtures
Recessed
Fluorescent
600 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 customersupport@rsmeans.com® 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

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.

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

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

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 Conditions
5.00% $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

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