2015-03-31 njeda ttb and hab feasibility study report · 4/15/2015 · basis of design report...

BASIS OF DESIGN REPORT

NJEDA TTB & HAB FEASIBILITY STUDY

KSS PROJECT NUMBER: 2015-22179APRIL 15, 2015

MEP SYSTEMS DESCRIPTION

STRUCTURAL SYSTEMS DESCRIPTION

SUSTAINABILITYLEED SCORECARDS

PROGRAM REPORTSHEALTH PROGRAM REPORT

AGRICULTURE PROGRAM REPORT

TAXATION PROGRAM REPORT

ESTIMATES

1.0

2.0

3.0

CONTENTS

4.0

VOLUME 2 (PREPARED BY KSS ARCHITECTS)

FINANCIAL ANALYSISOPTION 1: CONSTRUCT NEW 12-STORY BUILDING, TAXATION, HEALTH & AGRICULTURE, WARREN STREET

OPTION 2: CONSTRUCT NEW 7-STORY BUILDING, TAXATION, WARREN STREET

CONSTRUCT NEW 4-STORY BUILDING, HEALTH & AGRICULTURE, WARREN STREET

OPTION 3: CONSTRUCT NEW 7-STORY BUILDING, TAXATION, WARREN STREET

CONSTRUCT NEW 5-STORY BUILDING, HEALTH & AGRICULTURE, NORTH WILLOW STREET

OPTION 4: DEMOLISH EXISTING HEALTH LABRATORY

RENOVATE EXISTING HEALTH ADMINISTRATION BUILDING

RENOVATE EXISTING TAXATION BUILDING

OPTION 5: NO BUILD, REGULAR CAPITAL MAINTENANCE ONLY

OPTION 6: NO BUILD, DEMOLISH OR MOTHBALL EXISTING BUILDINGS AND LEASE SPACE

RECOMMENDATIONS

VOLUME 3 (PREPARED BY NJEDA)

5.0

1.0

2.0

VOLU

ME

2

VOLUME 2,

SECTION 1.0: MEP SYSTEMS DESCRIPTION


NJEDA TTB&HAB FEASIBILITY STUDY

20 South Middlesex Ave, Suite B Monroe Township, NJ 08831 Office: 732-438-1600 Fax: 732-438-1605

engineering planning project management

MEP/FP FEASIBILITY STUDY

FOR

NJEDA

TRENTON, NJ

PROJECT NO. 14237

APRIL 1, 2015

NJEDA – Feasibility Study NJEDA, Trenton, NJ Project No. 14237 April 1, 2015 © 2015 The Rock Brook Consulting Group Page 2 of 39

HVAC DESIGN CRITERIA Ambient Weather Conditions The outdoor ambient conditions used for design of the HVAC and Mechanical systems are based upon 2013 ASHRAE Handbook Fundamentals climatic design data for Trenton Mercer, New Jersey.

A. Offices, Conference rooms, and other similar areas

1. Heating: Design Dry Bulb: 16.1F (corresponding to 99.0% annual cumulative frequency of

occurrence)

2. Cooling: Design Dry Bulb: 90.2F (corresponding to 1.0% annual cumulative frequency of

occurrence) Mean Wet Bulb: 73.2F (coincident with design dry bulb temperature)

Indoor Conditions

A. Offices, Conference Rooms, and Other Similar Areas

1. Occupied: Cooling Dry Bulb: 75F dry bulb ( 2F in rooms with thermostats) Max Relative Humidity: 50% Heating Dry Bulb: 70F dry bulb ( 2F in rooms with thermostats)

2. Unoccupied:

Cooling Dry Bulb: 85F dry bulb Heating Dry Bulb: 60F dry bulb

Applicable Codes The codes listed below are the current codes, however it is anticipated that new versions will be adopted prior to the permit filing of this project. The systems described below will need to be evaluated based on the code enforced at the time of filing. NJ Uniform Construction Code

Building: IBC 2009 Mechanical: IMC 2009 Energy: ASHRAE 90.1-2010 Ventilation: ASHRAE 62.1-2010 Fuel Gas: IFGC 2009 LEED Guidelines The LEED rating system listed below is the current rating system, however it is anticipated that a new version will be adopted prior to the submission of this project. The systems described below will need to be evaluated based on the rating system adopted at the time of submission.

New Construction Version 2009 Targeting Silver

Internal Load Criteria


A. People

Metabolic Rates Sensible Latent Area BTU/Hr BTU/HR Sq. Ft./person Office 250 200 50 Conference 245 155 20

B. Lighting

Where actual lighting loads are available, the more stringent criteria will be used. Area Watts/Sq. Ft. Office 1.1 Conference 1.3

C. Equipment

Where actual equipment loads are available, the more stringent criteria will be used. Area Watts/Sq. Ft. Office 2.5 Conference 3.0

Ventilation Criteria


Minimum design outside air ventilation rates are based upon ASHRAE Standard 62.1-2010 for occupied times. These values meet or exceed the criteria required by the local building codes.

Area CFM/SF CFM/person Sq. Ft./person Office 0.06 5 200 Conference Room 0.06 5 20

Air Motion Criteria The minimum room air motion criteria for human comfort or dilution and removal of odors are listed below. Dilution rates (air changes per hour) are based on total airflow through each space. In variable air volume systems for office spaces, dilution rates may fall below these rates during part load conditions but shall not be less than 0.4 cfm/sq ft.

A. Dilution Rate Occupied Unoccupied

Area AC/Hr AC/Hr Office 4 0 Conference 6 0

Pressurization Criteria


All systems shall be designed to maintain required pressure differences within each space relative to all adjacent areas. All spaces shall use passive room pressure control to maintain airflow direction into (negative) or out of (positive) a room. Airflow direction shall be accomplished through air balance of supply, return, and exhaust air quantities only.


To offset air infiltration, the space shall be pressurized by supply air equal to 0.05 cfm per square foot of wall surface for all exterior spaces.

Filtration Criteria

A. Offices, Conference Rooms, Other Similar areas

All systems serving office spaces shall pass through a MERV 13 Filter. Sound Criteria The following noise criteria will be used in the mechanical systems design. These NC ratings do not take into account any noise generated by occupants or equipment located within the space.

Area NC Open Office 35 Private Office 30 Conference 30

Building Operating Schedule

A. Offices, Conference Rooms, Cafeteria, and Other Similar Areas

In general, office spaces are expected to operate on full occupied schedule for 10 hours per day, 5 days per week.

Zoning

An exterior zone consists of the following:

One corner office Up to four private offices on a single exposure One private office larger than 200 square feet Up to 600 square feet of open office One conference room

An interior zone consists of the following:

Up to 1200 square feet of open office Up to four private offices One private office larger than 200 square feet One conference room

Safety Factors

Cooling Calculations: 10% Heating Calculations: 15%


Air System Leakage: 5% HVAC SYSTEM DESCRIPTIONS NORTH WILLOW STREET SITE Five Story H&A Air Handling Systems System Requirements The air handling system will be designed to deliver 55F air to the zones. The total airflow for each lower Floor is: 36,000 CFM. The total airflow for the top Floor is: 42,000 CFM.

Recommended System

All spaces will be served by a recirculating type, variable air volume, terminal reheat type system. A pressure independent variable volume box or series fan terminal unit will control the air volume to each zone. Microprocessor based controllers for each air terminal will modulate airflow, start/stop fan, and modulate heat output to maintain each zone’s temperature. The RTU’s will be installed on a curb on the roof. One 14’-0” x 2’-6” shaft will be required for each rooftop unit serving a lower floor to house supply and return ductwork main. Packaged Rooftop Unit:

Economizer with low leakage outdoor air dampers Return fan with a premium efficiency motor and Variable Frequency Drive Pre-filter – MERV 8 pleated type Final-filter – MERV 13 Cartridge type Gas Fired Furnace Direct expansion cooling coil using R-410A Supply fan with a premium efficiency motor and Variable Frequency Drive Air Cooled Condensing Unit

The RTU’s serving the building have the following capacities:

RTU-1-1: 18,000 CFM, 50 tons cooling, 500 Mbh heating RTU-1-2: 18,000 CFM, 50 tons cooling, 500 Mbh heating RTU-2-1: 18,000 CFM, 50 tons cooling, 500 Mbh heating RTU-2-2: 18,000 CFM, 50 tons cooling, 500 Mbh heating RTU-3-1: 18,000 CFM, 50 tons cooling, 500 Mbh heating RTU-3-2: 18,000 CFM, 50 tons cooling, 500 Mbh heating RTU-4-1: 18,000 CFM, 50 tons cooling, 500 Mbh heating RTU-4-2: 18,000 CFM, 50 tons cooling, 500 Mbh heating RTU-5-1: 21,000 CFM, 50 tons cooling, 500 Mbh heating RTU-5-2: 21,000 CFM, 50 tons cooling, 500 Mbh heating

Hot Water Heating System System Requirements The hot water heating system will be designed to operate at 180F with a 30F temperature difference. The total heating load for each lower Floor is: 834 Mbh. The total heating load for the top Floor is: 973 Mbh. Recommended System


Two new natural gas boilers will provide hot water to a primary-secondary piping loop. Two new constant volume hot water pumps, one for each heat boiler, will circulate hot water in the primary hot water loop. Two new variable volume hot water pumps, one active and one standby, will circulate water in the secondary piping loop. The boilers will be located in a 300 square foot Mechanical room, location to be determined. A hot water cabinet unit heater will be located at each entry door. Boilers: Condensing type with proportional firing.

B-1: 3,000 Mbh heating B-2: 3,000 Mbh heating

Primary Pumps: Inline type with ECM motor.

PHWP-1: 3 hp; 175 gpm PHWP-2: 3 hp; 175 gpm

Secondary Pumps: End suction type with premium efficiency motor. The pumps will be provided with a variable frequency drive.

SHWP-1: 15 hp; 350 gpm SHWP-2: 15 hp; 350 gpm

Water Treatment System: Chemical tanks and pumps necessary for the prevention of mineral scale and removal and treatment of dissolved oxygen and pH. Exhaust Systems System Requirements The toilet exhaust system will be designed to exhaust air from each toilet room and janitors closet. The total exhaust for the system is: 5,000 CFM. The electrical room system will be designed to exhaust air from each electrical room. The total exhaust for the system is: 2,500 CFM.

Recommended System

The exhaust fans will be a belt driven, centrifugal utility type installed on a curb on the roof. One 2’-0” x 2’-0” shaft will be required for the toilet room exhaust duct. One 1’-6” x 1’-6” shaft will be required for the toilet room exhaust duct. The Exhaust Fans the building have the following airflow capacities:

EF-1: 2.0 hp; 5,000 CFM EF-2: 1.0 hp; 2,500 CFM

Smoke Control System System Requirements The stair pressurization system will be designed to pressurize each stairwell. The total airflow for the each stair is: 14,000 CFM. The smoke relief fan will be designed to relieve air for one floor but will be connected to all floors. One 2’-6” x 2’-6” shaft will be required for the stair pressurization duct. The stair pressurization system will be designed to exhaust each floor. The total smoke exhaust for the system is: 28,000 CFM. One 4’-0” x 2’-6” shaft will be required for the stair pressurization duct.

Recommended System The fans will be a belt driven, centrifugal utility type installed on a curb on the roof. The fans have the


following airflow capacities:

SP-1: 7.5 hp; 14,000 CFM SP-2: 7.5 hp; 14,000 CFM EF-3: 15.0 hp; 28,000 CFM

WARREN STREET SITE – OPTION #1 Seven Story Taxation Air Handling Systems System Requirements The air handling system will be designed to deliver 55F air to the zones. The total airflow for each lower Floor is: 36,000 CFM. The total airflow for the top Floor is: 42,000 CFM.

Recommended System

All spaces will be served by a recirculating type, variable air volume, terminal reheat type system. A pressure independent variable volume box or series fan terminal unit will control the air volume to each zone. Microprocessor based controllers for each air terminal will modulate airflow, start/stop fan, and modulate heat output to maintain each zone’s temperature. The AHU’s on each floor will be located in a 450 SF Mechanical Room. Vertical AHU:

Pre-filter – MERV 8 pleated type Final-filter – MERV 13 Cartridge type Chilled water cooling coil using 40% propylene glycol Supply fan with a premium efficiency motor and Variable Frequency Drive

The AHU’s serving the building have the following capacities:

AHU-1: 36,000 CFM, 95 tons cooling AHU-2: 36,000 CFM, 95 tons cooling AHU-3: 36,000 CFM, 95 tons cooling AHU-4: 36,000 CFM, 95 tons cooling AHU-5: 36,000 CFM, 95 tons cooling AHU-6: 36,000 CFM, 95 tons cooling AHU-7: 42,000 CFM, 100 tons cooling

Ventilation Systems System Requirements The ventilation system will be designed to deliver heated only air to each floor. The total ventilation airflow for the building is: 16,000 CFM.

Recommended System

Ventilation will be ducted to a mechanical room on each floor. The H&V will be installed on a curb on the roof. A pressure independent variable volume box will control the air volume to each zone. Microprocessor based controllers for each air terminal will modulate airflow to each mechanical room. One 5’-0” x 2’-6” shaft will be required for the duct riser to each mechanical room.


Heating and Ventilation Unit:

Intake with low leakage outdoor air dampers Pre-filter – MERV 8 pleated type Final-filter – MERV 13 Cartridge type Steam preheat coil Supply fan with a premium efficiency motor and Variable Frequency Drive

The H&V serving the building have the following capacities:

HV-1: 16,000 CFM, 850 Mbh Heating

Hot Water Heating System System Requirements The hot water heating system will be designed to operate at 180F with a 30F temperature difference. The total heating load for each lower Floor is: 840 Mbh. The total heating load for the top Floor is: 980 Mbh. Recommended System

Three shell and tube heat exchangers will take high temperature hot water from the Veolia district heating loop and convert to hot water for distribution within the building. Two new variable volume hot water pumps, one active and one standby, will circulate water in the secondary piping loop. The heat exchangers and pumps will be located in a 500 square foot Mechanical room located in the basement which will also house heat exchangers for the steam heating, chilled water, and domestic water systems. A hot water cabinet unit heater will be located at each entry door. Heat Exchanger: Shell and tube type.

HX-1: 2,400 Mbh heating HX-2: 2,400 Mbh heating HX-3: 2,400 Mbh heating



Water Treatment System: Chemical tanks and pumps necessary for the prevention of mineral scale and removal and treatment of dissolved oxygen and pH. Low Pressure Steam Heating System System Requirements The low pressure steam heating system will be designed to operate at 12 psi. The total heating load for air handling unit preheat is: 850 Mbh. Recommended System

Two unfired heat exchangers will take high temperature hot water from the Veolia district heating loop and convert to low pressure steam for distribution within the building. The heat exchangers will be located the


basement mechanical room. Heat Exchanger: Unfired type.

HX-4: 500 Mbh heating HX-5: 500 Mbh heating

Water Treatment System: Chemical tanks and pumps necessary for the prevention of mineral scale and removal and treatment of dissolved oxygen and pH. Chilled Water System System Requirements The chilled water system will be designed to operate at 42F with a 12F temperature difference. The total cooling load is: 670 tons. Recommended System

Three plate and frame heat exchangers will take chilled water from the Veolia district cooling loop and convert to chilled water for distribution within the building. Three new variable volume chilled water pumps, two active and one standby, will circulate water in the secondary piping loop. The heat exchangers and pumps will be located the basement mechanical room. Heat Exchanger: Plate and Frame type.

HX-6: 250 tons HX-7: 250 tons HX-8: 250 tons


SCHWP-1: 40 hp; 750 gpm SCHWP-2: 40 hp; 750 gpm SCHWP-3: 40 hp; 750 gpm

Water Treatment System: Bypass feeder and pump for injection of propylene glycol into the system. Exhaust Systems System Requirements The toilet exhaust system will be designed to exhaust air from each toilet room and janitors closet. The total exhaust for the system is: 7,000 CFM. The electrical room system will be designed to exhaust air from each electrical room. The total exhaust for the system is: 3,500 CFM.

Recommended System


EF-1: 2.0 hp; 7,000 CFM EF-2: 1.0 hp; 3,500 CFM



Recommended System The fans will be a belt driven, centrifugal utility type installed on a curb on the roof. The fans have the following airflow capacities:


WARREN STREET SITE – OPTION #1 Four Story H&A Air Handling Systems System Requirements The air handling system will be designed to deliver 55F air to the zones. The total airflow for each lower Floor system is: 40,000 CFM. The total airflow for the top Floor system is: 48,000 CFM.

Recommended System

All spaces will be served by a recirculating type, variable air volume, terminal reheat type system. A pressure independent variable volume box or series fan terminal unit will control the air volume to each zone. Microprocessor based controllers for each air terminal will modulate airflow, start/stop fan, and modulate heat output to maintain each zone’s temperature. The AHU’s will be installed on a curb on the roof. One 14’-0” x 2’-6” shaft will be required for each air handling unit serving a lower floor to house supply and return ductwork main. Air Handling Unit:

Economizer with low leakage outdoor air dampers Return fan with a premium efficiency motor and Variable Frequency Drive Pre-filter – MERV 8 pleated type Final-filter – MERV 13 Cartridge type Steam Preheat Coil Chilled water cooling coil using 40% propylene glycol Supply fan with a premium efficiency motor and Variable Frequency Drive


AHU-1-1: 20,000 CFM, 50 tons cooling, 430 Mbh heating AHU-1-2: 20,000 CFM, 50 tons cooling, 430 Mbh heating AHU-2-1: 20,000 CFM, 50 tons cooling, 430 Mbh heating


AHU-2-2: 20,000 CFM, 50 tons cooling, 430 Mbh heating AHU-3-1: 20,000 CFM, 50 tons cooling, 430 Mbh heating AHU-3-2: 20,000 CFM, 50 tons cooling, 430 Mbh heating AHU-4-1: 24,000 CFM, 62 tons cooling, 520 Mbh heating AHU-4-2: 24,000 CFM, 62 tons cooling, 520 Mbh heating

Hot Water Heating System System Requirements The hot water heating system will be designed to operate at 180F with a 30F temperature difference. The total heating load for each lower Floor is: 938 Mbh. The total heating load for the top Floor is: 1,094 Mbh. Recommended System

Two shell and tube heat exchangers will take high temperature hot water from the Veolia district heating loop and convert to hot water for distribution within the building. Two new variable volume hot water pumps, one active and one standby, will circulate water in the secondary piping loop. The heat exchangers and pumps will be located in a 500 square foot Mechanical room located in the basement which will also house heat exchangers for the steam heating, chilled water, and domestic water systems. A hot water cabinet unit heater will be located at each entry door. Heat Exchanger: Shell and tube type.

HX-1: 2,400 Mbh heating HX-2: 2,400 Mbh heating



Water Treatment System: Chemical tanks and pumps necessary for the prevention of mineral scale and removal and treatment of dissolved oxygen and pH. Low Pressure Steam Heating System System Requirements The low pressure steam heating system will be designed to operate at 12 psi. The total heating load for air handling unit preheat is: 3,600 Mbh. Recommended System

Two unfired heat exchangers will take high temperature hot water from the Veolia district heating loop and convert to low pressure steam for distribution within the building. The heat exchangers will be located the basement mechanical room. Heat Exchanger: Unfired type.

HX-3: 2,000 Mbh heating HX-4: 2,000 Mbh heating

Water Treatment System: Chemical tanks and pumps necessary for the prevention of mineral scale and


removal and treatment of dissolved oxygen and pH. Chilled Water System System Requirements The chilled water system will be designed to operate at 42F with a 12F temperature difference. The total cooling load is: 425 tons. Recommended System

Two plate and frame heat exchangers will take chilled water from the Veolia district cooling loop and convert to chilled water for distribution within the building. Three new variable volume chilled water pumps, two active and one standby, will circulate water in the secondary piping loop. The heat exchangers and pumps will be located the basement mechanical room. Heat Exchanger: Plate and Frame type.

HX-5: 250 tons HX-6: 250 tons




Recommended System


EF-1: 1.5 hp; 4,000 CFM EF-2: 0.75 hp; 2,000 CFM

WARREN STREET SITE – OPTION #2 Twelve Story Taxation & H&A Air Handling Systems System Requirements


The air handling system will be designed to deliver 55F air to the zones. The total airflow for each lower Floor system is: 33,000 CFM. The total airflow for the top Floor system is: 38,000 CFM.

Recommended System

All spaces will be served by a recirculating type, variable air volume, terminal reheat type system. A pressure independent variable volume box or series fan terminal unit will control the air volume to each zone. Microprocessor based controllers for each air terminal will modulate airflow, start/stop fan, and modulate heat output to maintain each zone’s temperature. The AHU’s on each floor will be located in a 450 SF Mechanical Room. Vertical AHU:

Pre-filter – MERV 8 pleated type Final-filter – MERV 13 Cartridge type Chilled water cooling coil using 40% propylene glycol Supply fan with a premium efficiency motor and Variable Frequency Drive


AHU-1: 33,000 CFM, 85 tons cooling AHU-2: 33,000 CFM, 85 tons cooling AHU-3: 33,000 CFM, 85 tons cooling AHU-4: 33,000 CFM, 85 tons cooling AHU-5: 33,000 CFM, 85 tons cooling AHU-6: 33,000 CFM, 85 tons cooling AHU-7: 33,000 CFM, 85 tons cooling AHU-8: 33,000 CFM, 85 tons cooling AHU-9: 33,000 CFM, 85 tons cooling AHU-10: 33,000 CFM, 85 tons cooling AHU-11: 33,000 CFM, 85 tons cooling AHU-12: 38,000 CFM, 90 tons cooling

Ventilation Systems System Requirements The air handling system will be designed to deliver heated only air to the zones. The total ventilation airflow for the building is: 24,000 CFM.

Recommended System

Ventilation will be ducted to a mechanical room on each floor. The H&V will be installed on a curb on the roof. A pressure independent variable volume box will control the air volume to each zone. Microprocessor based controllers for each air terminal will modulate airflow to each mechanical room. One 6’-0” x 2’-6” shaft will be required for the duct riser to each mechanical room. Heating and Ventilation Unit:

Intake with low leakage outdoor air dampers Pre-filter – MERV 8 pleated type Final-filter – MERV 13 Cartridge type Steam preheat coil Supply fan with a premium efficiency motor and Variable Frequency Drive


The H&V serving the building have the following capacities:

HV-1: 24,000 CFM, 1,300 Mbh Heating Hot Water Heating System System Requirements The hot water heating system will be designed to operate at 180F with a 30F temperature difference. The total heating load for each lower Floor is: 750 Mbh. The total heating load for the top Floor is: 875 Mbh. Recommended System

Three shell and tube heat exchangers will take high temperature hot water from the Veolia district heating loop and convert to hot water for distribution within the building. Two new variable volume hot water pumps, one active and one standby, will circulate water in the secondary piping loop. The heat exchanger will be located in a Mechanical room location to be determined. A hot water cabinet unit heater will be located at each entry door. Heat Exchanger: Shell and tube type.

HX-1: 3,650 Mbh heating HX-2: 3,650 Mbh heating HX-3: 3,650 Mbh heating



Water Treatment System: Chemical tanks and pumps necessary for the prevention of mineral scale and removal and treatment of dissolved oxygen and pH. Low Pressure Steam Heating System System Requirements The low pressure steam heating system will be designed to operate at 12 psi. The total heating load for air handling unit preheat is: 1,300 Mbh. Recommended System

Two unfired heat exchangers will take high temperature hot water from the Veolia district heating loop and convert to low pressure steam for distribution within the building. The heat exchangers will be located the basement mechanical room. Heat Exchanger: Unfired type.

HX-4: 750 Mbh heating HX-5: 750 Mbh heating

Water Treatment System: Chemical tanks and pumps necessary for the prevention of mineral scale and removal and treatment of dissolved oxygen and pH. Chilled Water System


System Requirements The chilled water system will be designed to operate at 42F with a 12F temperature difference. The total cooling load is: 1000 tons. Recommended System

Three plate and frame heat exchangers will take chilled water from the Veolia district cooling loop and convert to chilled water for distribution within the building. Three new variable volume chilled water pumps, two active and one standby, will circulate water in the secondary piping loop. The heat exchangers and pumps will be located the basement mechanical room. Heat Exchanger: Plate and Frame type.

HX-6: 400 tons HX-7: 400 tons HX-8: 400 tons




Recommended System


EF-1: 5.0 hp; 12,000 CFM EF-2: 2.0 hp; 6,000 CFM


Recommended System


The fans will be a belt driven, centrifugal utility type installed on a curb on the roof. The fans have the following airflow capacities:


HVAC EQUIPMENT AND MATERIAL SPECIFICATIONS New Equipment

Packaged Rooftop Units: Daikin MPS Rooftop Air Handling Units: Daikin Skyline Vertical Air Handling Units: Daikin Destiny Rooftop Heating and Ventilating Units: Daikin Skyline VAV Box: Price SDV FTU Box: Price FPCG Boiler: Aerco BMK Inline Pumps: Bell and Gossett Series 60 ECM End Suction Pumps: Bell and Gossett Series 1510 Utility Exhaust Fans: Loren Cook CP Ceiling Diffusers: Titus TDC Return/Exhaust Grilles: Titus 350 RL Water to Water Shell and Tube Heat Exchanger: Bell and Gossett HTWU Water to Steam Unfired Heat Exchanger: Cemline UFG Water to Water Plate and Frame Heat Exchanger: Bell and Gossett GPX Air Separator: Bell and Gossett R Expansion Tank: Bell and Gossett B

Hydronic Piping All closed loop piping systems will be sized based on an absolute roughness value of e=0.0002. All open piping systems will be sized based on an absolute roughness value of e=0.0003. The following sizing criteria apply to both open and closed piping systems. Hot Water (< 2 inch):

Maximum Pressure Drop: 4 feet head per 100 equivalent feet of pipe. Maximum Velocity: 8 feet per second. Minimum Velocity: 1.5 feet per second.

Hot Water (> 2 inch):

Maximum Pressure Drop: 4 feet head per 100 equivalent feet of pipe. Minimum Pressure Drop: 0.75 feet head per 100 equivalent feet of pipe. Maximum Velocity (Mechanical Room): 12 feet per second. Maximum Velocity (Outside Mechanical Room): 8 feet per second.

Pipe Material:

2” and smaller shall be Type L copper. 2½” and larger Schedule 40 steel pipe. Welded or seamless black steel.


Insulation:

Pipe insulation shall be in accordance with the International Energy Conservation Code.

Steam and Condensate Piping

Design shall be based on a minimum of 12 psig at steam generator. Low Pressure Steam at 12 psig:

Low Pressure Drop: ¼ psig per 100 equivalent feet of pipe. Maximum Velocity (Mechanical Room): 12,000 feet per minute. Maximum Velocity (Outside Mechanical Room): 8,000 feet per minute.

Piping Materials:

Steam piping shall be Schedule 40 welded steel or seamless black steel pipe. Condensate piping shall be Schedule 80 welded steel or seamless black steel pipe.

Insulation:

Pipe insulation shall be in accordance with the International Energy Conservation Code. Venture tape type jackets shall be on pipe exposed outside.

Air Systems Criteria Sizing Criteria Louver Velocities:

Fresh Air Intake (at roof): 650 fpm maximum through free area Fresh Air Intake (at grade): 600 fpm maximum through free area Relief/Exhaust: 1000 - 1500 fpm through free area Door: 300 fpm maximum through free area Undercuts: 250 fpm

Damper Velocities:

Fresh Air Intake: 1000 fpm maximum Toilet & Janitorial Exhaust Air: 1000 – 1500 fpm Fume Hood Exhaust Discharge: 3000 fpm minimum

Coil Velocities:

Preheat Coils: 600 fpm (F&B max 72” tube length) Cooling Coil: 425 to 475 fpm Reheat Coils: 650 to 700 fpm Maximum Rows: 12 Maximum Fins: 10 per inch

Duct Friction Loss Sizing Criteria Medium Pressure Supply Air:


2,000 feet per minute maximum velocity. 0.25 inch pressure drop per 100 equivalent feet of duct.

Low Pressure Supply Air:

1,100 feet per minute maximum velocity. 0.0.08 inch pressure drop per 100 equivalent feet of duct.

Miscellaneous Exhaust Air (Toilet, Mechanical Room, Electrical Closets, etc.):

0.08 inch pressure drop per 100 feet of duct run

Return Air:

800 feet per minute velocity at intake. Remaining ductwork will be sized at 0.08 inch pressure drop

per 100 equivalent feet of duct.

Transfer Air:

400 feet per minute velocity at intake. Duct Materials:

All ductwork shall be G90 galvanized steel.

Insulation:

All supply and ventilation ductwork will be insulated. A minimum of 1-1/2” fiberglass batt insulation will be provided on all concealed supply and ventilation

ductwork. A minimum of 1” fiberglass board insulation will be provided on all exposed supply and ventilation

ductwork. Venture tape type jackets shall be on ducts exposed outside.

Building Automation System General

Building Automation System: Siemens APOGEE

Open protocol based system connected to a management level network. BAS will be capable of integrating with other control systems including: Lighting Controls, Fire Alarm, Security, Power Management, and Generators.

The Building Automation System (BAS) will be classified as a Networked, Distributed Digital Control

System defined as follows:

The requirements of the control system will include the design of a complete stand-alone distributed digital controllers (DiDC), networked together to provide automated control and monitoring of various mechanical and electrical equipment. The BAS will be primarily electronic. Each DiDC will include all hardware, software, signal conditioning and termination on devices to provide full monitoring and control of their data environment. Power conditioning (isolation transformers) will be used. All controllers will be furnished with a local UPS.

Networked controllers shall be connected by a communication data highway. Each DiDC will be


capable of peer to peer communication for sharing of point status and value information. Communication from one DiDC to another will not depend on a central host computer.

Where required, electronic interface panel(s) shall be provided adjacent to each DiDC. This panel will

contain all I/P, P/T transducers, solenoid valves, pressure gages, inputs and outputs, as well as interphasing relays.

Air Distribution Systems

Preheat, and cooling control shall be provided for each air handling system. System duct pressure or airflow shall be controlled directly through variable frequency drives where applicable.

Exhaust fans shall have isolation dampers and hardwire interlocks as necessary between supply and

exhaust fans.

All air handling units, return fans and exhaust fans will be interlocked via software within DiDC. Automated system startup will be performed by the BAS. Hardwire control interlocks are necessary for all safety devices such as freeze thermostat, smoke detection, high static pressure, and damper end switches.

Control Devices

All temperature sensing for the HVAC systems will be accomplished using electronic RTD sensors.

Steam control valve at heat exchangers shall be commercial quality. Cooling coil, reheat and preheat valves (2-way) to be commercial grade. A system differential bypass control valve shall be provided to maintain minimum pump flow. Reheat control valves will be commercial grade.

Low leakage dampers will be specified for all AHU outside air intake dampers.


ELECTRICAL CODES AND STANDARDS The electrical engineering design, materials, equipment and workmanship will conform to the latest approved edition of all local and national codes, as well as all applicable laws and regulations or regulatory bodies having jurisdiction over this work. These include, but are not limited to, the most current edition of following standards and guidelines:

NFPA 70: National Electrical Code (NEC).

NFPA 72: National Fire Alarm Code.

NFPA 101: Life Safety Code.

NFPA 110: Standard for Emergency and Standby Power Systems.

Institute for Electrical and Electronics Engineers (IEEE).

Illuminating Engineering Society (IES) Standards.

ANSI/ASHRAE/IESNA Standard 90.1 - Sections 9 and 10 (Power and Lighting). BASE BUILDING ELECTRICAL SERVICE ENTRANCE NORTH WILLOW STREET SITE FIVE (5) STORY BUILDING A new 4,000A (Amp) electrical service shall be supplied to the building. The electric service to the site will be delivered at 4,000A (Amps) at 480Y/277V (Volt), 3Ø (Phase), 4W (Wire). The electrical service from the utility company will be a Secondary Service agreement. A utility-owned pad-mounted, liquid-filled transformer will be located outside of the main electrical service entrance room to the building. A minimum of two (2) Schedule 80 PVC conduits will be buried and extended from the primary windings side of the transformer to the point designated by the electric utility company. A minimum of twelve (12) Schedule 80 PVC conduits (10 for service conductors, 2 for Spare) will be direct-buried below grade and will be routed from the secondary windings side of the utility transformer to a new 4,000A service entrance switchboard (SES) that will be located within the main electrical room. The new service entrance switchboard lineup will be located on a concrete housekeeping pad in the main electrical room for the building. The new switchboard will be rated to supply 4,000A at 480Y/277V, 3Ø, 4W. The minimum short circuit rating (kAIC) shall be 65kAIC. The switchboard will be supplied with a main 4,000A circuit breaker with ground fault protection. The switchboard lineup will contain an incoming transition and metering section, a main circuit breaker section, and a minimum of five distribution sections. The SES shall be deadfront-accessible only and all bussing shall be copper. All distribution feeder circuit breakers will be supplied with adjustable thermal magnetic trip elements. Those feeder circuit breakers rated 1,000 Amps or higher shall be provided with ground fault protection. The new electrical service entrance to the building will provide a base building electrical service capacity of up to approximately 22.3 Watts/Square Foot (W/SF) based upon a 0.85 Power Factor (P.F.) and an overall building square footage of 126,500 square feet (assuming a full 4,000 Amp electrical service). The SES lineup may be provided from one (1) of the following acceptable manufacturers:

Square-D, Inc.

Cuttler-Hammer

General Electric (GE)

Siemens Energy & Automation


WARREN STREET SITE – OPTION #1 FOUR (4) STORY BUILDING A new 4,000A (Amp) electrical service shall be supplied to the building. The electric service to the site will be delivered at 4,000A (Amps) at 480Y/277V (Volt), 3Ø (Phase), 4W (Wire). The electrical service from the utility company will be a Secondary Service agreement. A utility-owned pad-mounted, liquid-filled transformer will be located outside of the main electrical service entrance room to the building. A minimum of two (2) Schedule 80 PVC conduits will be buried and extended from the primary windings side of the transformer to the point designated by the electric utility company. A minimum of twelve (12) Schedule 80 PVC conduits (10 for service conductors, 2 for Spare) will be direct-buried below grade and will be routed from the secondary windings side of the utility transformer to a new 4,000A service entrance switchboard (SES) that will be located within the main electrical room. The new service entrance switchboard lineup will be located on a concrete housekeeping pad in the main electrical room for the building. The new switchboard will be rated to supply 4,000A at 480Y/277V, 3Ø, 4W. The minimum short circuit rating (kAIC) shall be 65kAIC. The switchboard will be supplied with a main 4,000A circuit breaker with ground fault protection. The switchboard lineup will contain an incoming transition and metering section, a main circuit breaker section, and a minimum of five distribution sections. The SES shall be deadfront-accessible only and all bussing shall be copper. All distribution feeder circuit breakers will be supplied with adjustable thermal magnetic trip elements. Those feeder circuit breakers rated 1,000 Amps or higher shall be provided with ground fault protection. The new electrical service entrance to the building will provide a base building electrical service capacity of up to approximately 22.6 Watts/Square Foot (W/SF) based upon a 0.85 Power Factor (P.F.) and an overall building square footage of 125,000 square feet (assuming a full 4,000 Amp electrical service). The SES lineup may be provided from one (1) of the following acceptable manufacturers:

Square-D, Inc.

Cuttler-Hammer



WARREN STREET SITE – OPTION #1 SEVEN (7) STORY BUILDING A new 5,000A (Amp) electrical service shall be supplied to the building. The electric service to the site will be delivered at 13,200V (Volt), 3Ø (Phase), 3W (Wire). The electrical service from the utility company will be a Primary Service agreement. A minimum of three (3) Schedule 80 PVC conduits will be buried and extended from the building’s unit-substation to the point designated by the electric utility company. The new service entrance unit substation lineup will be located on a concrete housekeeping pad in the main electrical room for the building. A new single-ended unit-substation shall be provided to serve the building’s electrical distribution system. The line-up will consist of a 15kV duplex load break switch, 13,200V-480/277V, 3750kVA transformer and 5000 Ampere distribution. The substation shall contain one main 5000A-3P draw-out circuit breaker. The substation’s distribution bus shall be rated 480/277 Volt, 3 Phase, 4 Wire. The minimum short circuit rating (kAIC) shall be 100kAIC. All distribution feeder circuit breakers will be supplied with adjustable thermal magnetic trip elements and be in a draw-out configuration. Those feeder circuit breakers rated 1,000 Amps or higher shall be provided with ground fault protection. The new electrical service entrance to the building will provide a base building electrical service capacity of up to approximately 18.1 Watts/Square Foot (W/SF) based upon a 0.85 Power Factor (P.F.) and an overall building square footage of 175,751 square feet (assuming full transformer capacity of the substation).


The unit-substation lineup may be provided from one (1) of the following acceptable manufacturers:

Square-D, Inc.

Cuttler-Hammer


Siemens Energy & Automation WARREN STREET SITE – OPTION 2 TWELVE (12) STORY BUILDING Two (2) new 4,000A (Amp) electrical services shall be supplied to the building. The electric service to the site will be delivered at 13,200V (Volt), 3Ø (Phase), 3W (Wire). The electrical service from the utility company will be a Primary Service agreement. A minimum of four (4) Schedule 80 PVC conduits will be buried and extended from the building’s medium voltage switchgear lineup to the point designated by the electric utility company. Indoor 15kV medium voltage switchgear will be provided in the main electrical room and will serve both unit-substations. All electrical equipment will be installed on concrete housekeeping pads and located in the main electrical room for the building. Two (2) new single-ended unit-substations shall be provided to serve the building’s electrical distribution system. Both lineups will consist of 15kV duplex load break switches, 13,200V-480/277V, 3000kVA transformers and 4000 Ampere distribution. Each substation shall contain one main 4000A-3P draw-out circuit breaker. The substation’s distribution bus shall be rated 480/277 Volt, 3 Phase, 4 Wire. The minimum short circuit rating (kAIC) shall be 100kAIC. All distribution feeder circuit breakers will be supplied with adjustable thermal magnetic trip elements and be in a draw-out configuration. Those feeder circuit breakers rated 1,000 Amps or higher shall be provided with ground fault protection. The new electrical distribution to the building will provide a base building electrical service capacity of up to approximately 16.6 Watts/Square Foot (W/SF) based upon a 0.85 Power Factor (P.F.) and an overall building square footage of 308,000 square feet (assuming total transformer capacity of both substations). The unit-substation lineup may be provided from one (1) of the following acceptable manufacturers:

Square-D, Inc.

Cuttler-Hammer



BASE BUILDING ELECTRICAL DISTRIBUTION NORTH WILLOW STREET SITE OR WARREN STREET SITE FIVE (5) STORY BUILDING OR FOUR (4) STORY BUILDING There will be two base building electrical closets per floor. Electrical power to each floor will be distributed via conduit and wire that will be connected to the new service entrance switchboard lineup. Conduits will be routed up to each core electrical room. Power will be supplied for mechanical heating and cooling loads, lighting, receptacles, etc. Each base building core electrical room will include the following:


200A feeder for a 480Y/277V, 3Ø, 4W, 42 Pole electrical distribution panel to serve heating and mechanical loads.

300A feeder for a 480Y/277V, 3Ø, 4W, 42 Pole electrical panel to serve lighting and transformer loads. 112.5kVA, 480Vin – 208Y/120Vout, 3Ø, 4W voltage reducing transformer with copper windings. 400A, 208Y/120V, 3Ø, 4W receptacle panelboards (total of three sections, 42 poles each).

The electrical distribution equipment may be provided from one (1) of the following acceptable manufacturers:

Square-D, Inc.

Cuttler-Hammer


Siemens Energy & Automation WARREN STREET SITE SEVEN (7) STORY BUILDING OR TWELVE (12) STORY BUILDING There will be two base building electrical closets per floor. Electrical power to each floor will be distributed via electrical bus duct risers that will be connected to the new service entrance switchboard lineup. One bus duct riser will be routed through each core electrical room (two per floor) for a total of two bus duct risers. Each bus duct riser will be rated approximately 2,000A at 480Y/277V, 3Ø, 4W. Power from the bus duct risers will be supplied for mechanical heating and cooling loads, lighting, receptacles, etc. Each base building core electrical room will include the following:

200A, 480Y/277V, 3Ø, 4W, 42 Pole electrical distribution panel to serve heating and mechanical loads. 300A, 480Y/277V, 3Ø, 4W, 42 Pole electrical panel to serve lighting and transformer loads. 200A rated bus duct tap switch and one 300A rated bus duct tap switch. 112.5kVA, 480Vin – 208Y/120Vout, 3Ø, 4W voltage reducing transformer with copper windings. 400A, 208Y/120V, 3Ø, 4W receptacle panelboards (total of three sections, 42 poles each).

The electrical distribution equipment may be provided from one (1) of the following acceptable manufacturers:

Square-D, Inc.

Cuttler-Hammer


Siemens Energy & Automation LIGHTING AND RECEPTACLE CIRCUITS All lighting circuits will be rated for 277V operation and connected lighting loads will be limited to less than 80% of each lighting circuit’s rated ampacity. Standard receptacle circuits will be rated 125V, 20A. INTERIOR AND EXTERIOR LIGHTING ALL BUILDINGS


General Lighting Design Criteria The lighting design will meet the lighting provision requirements of ASHRAE 90.1 (latest applicable version required by LEED) as well as the recommended illuminance levels of IESNA. Lighting will be designed to meet a minimum LEED Silver rating. Main Atrium Lighting fixtures in the main atrium will consist of a variety of decorative energy-efficient lighting. Corridors Lighting fixtures in corridors will be energy-efficient, recessed, 2 feet x 4 feet basket type direct/indirect reflector with LED lamping. Interior Workplace Areas and Spaces The lighting fixtures throughout interior workplace areas such as private offices, conference rooms, open office areas, etc. will consist of energy-efficient LED lighting fixtures. Electrical/Mechanical Rooms and Areas Lighting fixtures located in electrical and/or mechanical areas will be 4 feet long, chain-hung, utility-type industrial fixtures with LED lamping and wire guards. Exit and Egress Lighting Egress and exit lighting will be designed to provide sufficient illumination and direction to allow personnel to safely exit the building in the event of a power failure or emergency condition. During a loss of power, a minimum of one (1) foot candle (on average) at the floor level will be provided along the path of egress to allow for safe egress, as required by NFPA (National Fire Protection Association) 101 (the applicable life safety code). LED exit signs and egress (emergency) lighting fixtures will be located along the path of egress in accordance with good engineering practice for life safety and all applicable codes. Additional exit signs and emergency lighting fixtures will be provided in locations where prudent design and personnel safety applies, such as in toilet rooms, electrical/mechanical rooms, and any other space where an occupant may not have a clear path of egress to an exit during a power outage or emergency condition. LED exit signs will be edge-lit type with red lettering and directional arrows as required. Each exit sign and emergency lighting fixture will be supplied with an integral emergency battery pack that is rated to provide a minimum of 90 minutes of continuous operation in accordance with NFPA 101 life safety requirements. Exterior Lighting Exterior and site lighting will consist of energy-efficient lighting fixtures such as LED site lighting fixtures. Acceptable Manufacturers Lighting fixtures may be provided from one (1) of the following acceptable manufacturers or approved equal:

Lithonia Lighting


Lightolier; a Genlyte Group Company

Columbia Lighting

Day-Brite Lighting

LIGHTING CONTROLS ALL BUILDINGS Interior Lighting - General Lighting Control Design Criteria Automatic lighting controls will be provided through the building to control both interior and exterior lighting. The lighting control system will be scalable and will operate upon low-voltage, relay-based control. The lighting control system will contain an internal digital time scheduling clock to allow facility personnel to automatically control lighting in selected areas or zones according to a 365 day time clock schedule. The lighting control system will be provided with an open communications system (MODBUS, BACnet, etc.) such that it can be monitored and controlled from a building automation system. Lighting within main corridors and other publically accessible areas such as the cafeteria will be controlled according to a time schedule from a digital lighting control panel system. Lighting within enclosed spaces such as private offices, conference rooms, meeting rooms, etc. shall be controlled either from wall or ceiling-mounted occupancy sensors with a local manual override switch to OFF. Where required to maintain adequate sensor detection coverage, ceiling-mounted occupancy sensors will be utilized such as in base building core toilet rooms. Lighting within base building mechanical and electrical equipment rooms will be controlled manually via local snap switches for safety purposes. Site Lighting - General Lighting Control Design Criteria Site lighting will be controlled via a digital, programmable lighting control system. The lighting control system will include photocell control to allow the site lighting to be controlled not only according to a programmable schedule, but also via photocells. NEW SYSTEMS AND EQUIPMENT – DESIGN CRITERIA ALL BUILDINGS Electrical Identification All new electrical distribution equipment and associated conduits will be properly tagged and identified. Electrical Studies The following studies shall be performed as part of the scope of work:

1. Short Circuit Studies 2. Selective Coordination Studies 3. Arc Flash Hazard Analysis Studies

Conductors All electrical and equipment grounding conductors will be copper and UL-listed with a minimum insulation temperature rating of 75°C. Conductor insulation will be 600V, type THHN/THWN. The minimum conductor size for power will be no smaller than #12 AWG (American Wire Gauge) and no smaller than #14 for


control/communication wiring. Each circuit will contain its own dedicated copper neutral conductor. Under no circumstances will neutral conductors be shared between circuits. As required by ANSI/ASHRAE/IESNA Standard 90, the maximum allowable voltage drop at rated load is 2% for all feeders and 3% for all branch circuits; therefore, conductors will be sized to meet these requirements. Conduit Raceways The minimum conduit trade size permissible for power conductors is 3/4 inch and 1/2 inch for control/communication conductors. All indoor feeder conductors will be contained within electrical metallic tubing (EMT) with compression-type fittings. For branch circuits only, metal clad (MC) cable may be used in lieu EMT for those circuits concealed within interior walls, partitions, and finished or suspended ceilings. Flexible metal conduit or liquid-tight flexible metal conduit will be utilized for final raceway connections to equipment that experience operational vibration such as motors and transformers. Liquid-tight flexible metal conduit will be utilized in locations that may potentially be exposed to wet or damp conditions. Electrical Devices Standard convenience receptacles will be specification grade, duplex, NEMA 5-20R, and will be rated for 125V, 20A operation. Ground-fault circuit interrupter (GFCI) receptacles will be specification grade, NEMA 5-20R, and will be rated for 125V, 20A operation. GFCI receptacles will be located in all outdoor locations and within six (6) feet of sinks restrooms. Standard lighting control switches will be specification-grade, quiet-type and rated for 120/277V, 20A operation. Standard dimmer switches, where applicable, will be specification grade, slider-adjustable and rated for 120V/277V operation. Electrical devices that are located within rooms that will be exposed to water and chemicals for cleaning purposes will be rated as water-resistant. Panelboards All panelboards and associated overcurrent protection devices will be rated for the normal load current and the maximum available short circuit current. Each panel will be housed in a steel cabinet with a hinged locking door. Panel enclosures located in dry locations will be rated for NEMA 1 use in general purpose areas and for NEMA 12 use in mechanical areas. Panel enclosures located in wet locations or outdoors will be rated for NEMA 3R use. Each panel will comply with the following criteria:

All panels will contain bolt-on, molded-case circuit breakers with thermal-magnetic trip elements.

All general power panelboards will contain copper bus bars, a 100% rated copper neutral bus, and a copper safety ground bus.

All new panelboards will contain a minimum of 20% spare circuit breakers and a minimum of 10% empty circuit breaker space.

Separate panels will be provided to serve mechanical, lighting, receptacle, and sensitive electronic

equipment. This load separation will minimize light flickering, isolate electronic noise to the lighting/mechanical panels, and improve power quality for receptacle circuits.

Panelboards may be provided from one (1) of the following acceptable manufacturers:


Square-D, Inc. Cuttler-Hammer General Electric (GE) Siemens Energy & Automation

Low-Voltage Transformers The base building power distribution system will include 480V – 208Y/120V, 3Ø, 4W step-down transformers that will provide 208Y/120V power building loads and equipment. All transformers will have continuous copper windings and will comply with the following criteria:

Dry-type, air-cooled, and ventilated.

Energy efficiency rating of NEMA TP1, Class 1.

Maximum impedance of 5.75%.

NEMA Class H, 220ºC insulation with a maximum insulation temperature rise of 150ºC above 40ºC.

Two (2) voltage taps of 2 1/2% above and below on the high voltage (primary) side.

Low-voltage transformers will be provided from one (1) of the acceptable manufacturers below. The following are acceptable manufacturers for dry type low-voltage transformers:

Square-D, Inc.

Cuttler-Hammer


Siemens Energy & Automation Motors Electric motors will be rated for premium efficiency and VFD (variable frequency drive) use, wherever possible. Motors that are not located within sight of their associated control device will be provided with a safety disconnect located at the motor or with a control device that is lockable in the OFF position. Wherever possible, mechanical equipment will be provided with factory-mounted safety disconnect switches. Variable frequency drives will be matched with their associated motor type. All motor specifications will be coordinated with the mechanical equipment. The distances between motors and VFDs will be minimized as much as possible since excessive conductor lengths can potentially cause damage to a motor. Motor loads less than 1/2 HP (horsepower) will be powered from a 208Y/120V panelboard. Motor loads 1/2 HP or greater will be powered from a 480Y/277V panelboard. All indoor motor starters and disconnect switches will be housed in enclosures rated for NEMA 12 use. All motor-related equipment will be provided with a convenience receptacle within 25 feet of the equipment for maintenance and service personnel. For motor-related equipment that is located outdoors, a light source will be provided at the equipment and a GFCI receptacle will be located within 25 feet. Motor control centers will not be provided as part of this project. GROUNDING ALL BUILDINGS Equipment Grounding


All new electrical systems will be properly grounded in accordance with Article 250 of the NEC to protect personnel and equipment and to meet applicable code requirements. All feeders and branch circuits will include their own dedicated, insulated copper grounding conductor. Under no circumstances will metal conduit of any kind, type, or length be utilized as an equipment grounding conductor. Equipment grounding conductors will have green-colored insulation for ease of identification. All panelboards will be provided with a copper safety ground bus. All equipment enclosures will be properly grounded to the building’s grounding system. A copper ground bus with double-lug connections will be provided in each telephone room for grounding connections to data and telephone distribution equipment. A building ground loop will be provided around the entire building with test wells at designated locations. Provide minimum #4/0 ground conductor with thermoweld connection to building steel at approximately 33 feet spacing around the perimeter of the building. FIRE ALARM SYSTEM ALL BUILDINGS General System Design Criteria The building’s new fire alarm system will be a fully addressable system that is comprised of various fire alarm signaling and notification devices such as manual pull stations, voice notification speakers, visual strobes, combination speaker/strobes, smoke detectors, duct detectors, etc. The main fire alarm control panel will be located in the main electrical room. A fire alarm annunciator panel will be located at all main entrances to the building. The main fire alarm control panel and the fire alarm annunciator panels will be provided with an open communications system (MODBUS, BACnet, etc.) such that they can be monitored remotely from a building automation system (BAS). Fire alarm sub-panels and booster panels will be located in each of the two base building electrical rooms on every other floor in the building to allow for the connection of fire alarm signaling and notification devices. The fire alarm notification devices will be located in accordance with good engineering practice for life safety and applicable codes and will be ADA-compliant. Each device will be located to provide an adequate level of visual and/or audible notification to personnel. General fire alarm signaling and notification device placement and type will be based upon the following criteria:

A manual pull station will be located at the exit(s) on each floor as well as the entrance to each stair tower.

Audible fire alarm speakers will be located through the building to provide an audible alarm notification signal that is at a minimum 15dB above the ambient sound levels in all areas of the building.

Visual fire alarm strobes will be located through the building in places such as corridors, lobbies, and common areas. Strobes will also be located in toilet rooms, meeting areas and any other areas where their use is required to provide visual notification to personnel that a fire event has occurred.

Combination speaker/strobes will be located in areas where prudent design and personnel safety applies.

Photo-electric smoke detectors will be provided in locations such as electrical/mechanical rooms, storage rooms containing flammable items such as paper or cleaning agents, elevator lobbies, and in the elevator machine rooms. Elevator-related smoke detectors will provide automatic elevator recall as per the requirements of the NFPA.

Heat detectors will be located in the elevator machine room and at the top of elevator shafts to automatically signal for an elevator power shutdown.


Duct detectors for HVAC Systems that supply over 2,000 CFM will be connected to the fire alarm system.

Acceptable Manufacturers The new fire alarm system will be provided from one (1) of the following acceptable manufacturers or equal:

GE Edwards

Siemens Building Technologies, Inc.; a Cerberus Division Company

SimplexGrinnell LP; a Tyco International Company

Honeywell EMERGENCY POWER SYSTEM NORTH WILLOW STREET SITE OR WARREN STREET SITE FIVE (5) STORY BUILDING OR FOUR (4) STORY BUILDING A new on-site, diesel-fueled emergency generator system will be provided to supply emergency power to the following life-safety related systems:

Egress and Exit/Emergency Lighting Fire Alarm System Fire Pump Elevator Recall Controls One (1) Elevator

The emergency generator related overcurrent protection devices will be selectively coordinated as per Section 701.18 of the National Electrical Code. A remote annunciator panel will be included as part of the emergency generator system.

The diesel-fueled emergency generator system shall be rated to supply 250kW/312.5kVA of power at 480Y/277V, 3Ø, 4W, 60 Hertz operation. The generator will provide emergency power at a 0.8 power factor and will capable of providing power to all emergency loads within ten (10) seconds of a normal power supply outage (i.e. a failure of utility power).

The emergency generator system will be housed in an outdoor, weather-rated, enclosure with a double-walled, sub-base fuel tank. The generator enclosure will be located on a concrete housekeeping pad outside of the building. The sub-base fuel tank will have the capacity to provide 24 hours of continuous operation at the full load rating of the generator system. The generator enclosure will be provided with Level 2 sound attenuation, if required, to meet any applicable noise ordinances or sound regulations.

A remote annunciation panel and an emergency-stop (E-STOP) pushbutton will be located within the Main Electrical Room in the building. The remote annunciation panel will provide facility personnel with a local display to monitor the status of the generator. The E-STOP pushbutton, housed in a protective enclosure with a liftable cover, will provide a local means to shut down the generator during an emergency event.

The generator set local controller, mounted within the locked generator enclosure, will be provided with an open communications system (MODBUS, BACnet, etc.) such that it can be monitored and/or controlled remotely from the Building Automation System.

The generator system will meet all requirements of NFPA (National Fire Protection Association) 110, Standard for Emergency and Standby Power Systems. The diesel generator engine will be EPA-certified and


will meet current applicable Tier requirements in accordance with the engine emission requirements of 40 CFR (Code for Federal Regulations). An indoor automatic transfer switch (ATS) will be provided to switch between emergency power and normal building power. The ATS will be rated 600A, 480V, 3Ø, 4W. The ATS will be located in the Main Electrical Room and will be provided with a remote annunciator panel as well as an open communications system (MODBUS, BACnet, etc.) such that it can be monitored and/or controlled remotely from the Building Automation System. Acceptable Manufacturers The new emergency generator will be provided from one (1) of the following acceptable manufacturers or equal:

Cummins/Onan

Detroit Diesel

Caterpillar

Kohler Power Systems WARREN STREET SITE- OPTION #1 SEVEN (7) STORY BUILDING A new on-site, diesel-fueled emergency generator system will be provided to supply emergency power to the following life-safety related systems:

Egress and Exit/Emergency Lighting Fire Alarm System Fire Pump Elevator Recall Controls Two (2) Elevators


The diesel-fueled emergency generator system shall be rated to supply 350kW/437.5kVA of power at 480Y/277V, 3Ø, 4W, 60 Hertz operation. The generator will provide emergency power at a 0.8 power factor and will capable of providing power to all emergency loads within ten (10) seconds of a normal power supply outage (i.e. a failure of utility power).





The generator system will meet all requirements of NFPA (National Fire Protection Association) 110, Standard for Emergency and Standby Power Systems. The diesel generator engine will be EPA-certified and will meet current applicable Tier requirements in accordance with the engine emission requirements of 40 CFR (Code for Federal Regulations). An indoor automatic transfer switch (ATS) will be provided to switch between emergency power and normal building power. The ATS will be rated 800A, 480V, 3Ø, 4W. The ATS will be located in the Main Electrical Room and will be provided with a remote annunciator panel as well as an open communications system (MODBUS, BACnet, etc.) such that it can be monitored and/or controlled remotely from the Building Automation System. Acceptable Manufacturers The new emergency generator will be provided from one (1) of the following acceptable manufacturers or equal:

Cummins/Onan

Detroit Diesel

Caterpillar

Kohler Power Systems WARREN STREET SITE- OPTION #2 TWELVE (12) STORY BUILDING A new on-site, diesel-fueled emergency generator system will be provided to supply emergency power to the following life-safety related systems:

Egress and Exit/Emergency Lighting Fire Alarm System Fire Pump Elevator Recall Controls Two (2) Elevators


The diesel-fueled emergency generator system shall be rated to supply 500kW/625kVA of power at 480Y/277V, 3Ø, 4W, 60 Hertz operation. The generator will provide emergency power at a 0.8 power factor and will capable of providing power to all emergency loads within ten (10) seconds of a normal power supply outage (i.e. a failure of utility power).





The generator system will meet all requirements of NFPA (National Fire Protection Association) 110, Standard for Emergency and Standby Power Systems. The diesel generator engine will be EPA-certified and will meet current applicable Tier requirements in accordance with the engine emission requirements of 40 CFR (Code for Federal Regulations). An indoor automatic transfer switch (ATS) will be provided to switch between emergency power and normal building power. The ATS will be rated 1000A, 480V, 3Ø, 4W. The ATS will be located in the Main Electrical Room and will be provided with a remote annunciator panel as well as an open communications system (MODBUS, BACnet, etc.) such that it can be monitored and/or controlled remotely from the Building Automation System. Acceptable Manufacturers The new emergency generator will be provided from one (1) of the following acceptable manufacturers or equal:

Cummins/Onan

Detroit Diesel

Caterpillar

Kohler Power Systems TELECOMMUNICATION FIBER CONDUIT RACEWAYS ALL BUILDINGS Three (3) 4” underground conduits will be routed to the main Telephone Service Entrance Room for the building to allow for the service provider’s telecommunication service entrance cabling. The main communication room will be located on the first floor of the building adjacent to the main electrical room. Additionally, two smaller communication closets will be located on each floor adjacent to the building core on each wing.


PLUMBING CODES AND STANDARDS The plumbing engineering design, materials, equipment and workmanship will conform to the latest approved edition of all New Jersey local and national codes, as well as all applicable laws and regulations or regulatory bodies having jurisdiction over this work.

International Building Code (IBC), New Jersey Edition.

ICC/ANSI A117.1-2009, Accessible and Usable Buildings and Facilities standard.

National Standard Plumbing Code (NSPC), 2009 Edition.

International Fuel Gas Code (IFGC), 2009 Edition. DOMESTIC COLD WATER SYSTEM System capacities will be sized based upon fixture unit values with appropriate code factors and actual equipment demands. Water velocity in the branch piping will not exceed 8 feet per second. Piping shall be sized to maintain 35 psig at the most hydraulically remote fixture. Service branches will be located in pipe chases or wall cavities as required. Accessible shut off valves will be specified at all branch piping. Connections from the domestic water system to mechanical systems will be provided with reduced pressure type backflow preventers similar to Watts LF009, or equal. Water hammer arrestors will be provided at all locations where automated quick closing valves are installed, such as flushvalves. Domestic water piping located within the building will be Type L copper. The entire domestic cold water system will be insulated. A cold water riser will be provided at two (2) column locations of each building. Each floor of each riser will have a capped cold water tee with a valve for future connections. Risers at columns will be coordinated with floor plans. The location of the new domestic water entrance will be located at the Mechanical Room and coordinated with the Civil Engineers. A single entrance will be provided with reduced pressure zone backflow preventer. A new booster pump will be provided to maintain the correct pressure at the top floor for proper plumbing fixture operation. NORTH WILLOW STREET SITE FIVE (5) STORY BUILDING

4” Domestic Water Service. o Backflow preventer, Watts LF909. o Mechanical makeup water 1” backflow preventer, Watts, LF009.

Triplex Domestic Booster Pump with pneumatic storage tank and 50 psi boost minimum. o Pressure reducing valves at floors for domestic water pressure turn down.

Two 1” domestic cold water risers for tenant fit-out connections. o ¾” cold water tee capped for future tenant fit-out connections on each floor.


WARREN STREET SITE – OPTION #1 FOUR (4) STORY BUILDING


Triplex Domestic Booster Pump with pneumatic storage tank and 50 psi boost minimum. o Pressure reducing valves at floors for domestic water pressure turn down.

Two 1” domestic cold water risers for tenant fit-out connections. o ¾” cold water tee capped for future tenant fit-out connections on each floor.

WARREN STREET SITE – OPTION #1 SEVEN (7) STORY BUILDING


Triplex Domestic Booster Pump with pneumatic storage tank and 50 psi boost minimum in basement mechanical room and 4th floor mechanical room.

o Pressure reducing valves at floors for domestic water pressure turn down. Intermediate level tank located in 4th floor mechanical room. Two 1” domestic cold water risers for tenant fit-out connections.

o ¾” cold water tee capped for future tenant fit-out connections on each floor. WARREN STREET SITE – OPTION #2 TWELVE (12) STORY BUILDING


Triplex Domestic Booster Pump with pneumatic storage tank and 100 psi boost minimum in basement mechanical room and 6th floor mechanical room.

o Pressure reducing valves at floors for domestic water pressure turn down. Intermediate level tank located in 6th floor mechanical room. Two 2” domestic cold water risers for tenant fit-out connections.

o 1” cold water tee capped for future tenant fit-out connections on each floor.

ALL BUILDINGS

LEED o Utility meter for domestic water usage at each piece of mechanical equipment requiring a water

connection. o Intellimeter I-Meter utility meter will be provided with pulse reader and connected to Campus

BMS system.


DOMESTIC HOT WATER SYSTEM System capacities will be sized based upon fixture unit values with appropriate code factors and actual equipment demands. Water velocity in the branch piping will not exceed 8 feet per second. Piping shall be sized to maintain 25 psig at the most hydraulically remote fixture. Service branches will be located in pipe chases or wall cavities as required. Accessible shut off valves will be specified at all branch piping. Hot water will be generated and stored at 140 degrees F and tempered down to 120 degrees F through a building thermostatic mixing valve. Hot water piping will be distributed to all fixtures and provided with a return loop and recirculating pump. The hot water heaters, expansion tank and recirculating pump will be located in the Mechanical Room. Water hammer will be provided at all locations where automated quick closing valves are installed, such as dishwashers. An expansion tank will be provided on the incoming cold water side of the water heater(s) to absorb expansion and to prevent piping damage. Domestic water piping located within the building will be Type L copper. The entire domestic hot water system will be insulated. NORTH WILLOW STREET SITE FIVE (5) STORY BUILDING

Two domestic gas-fired, storage tank hot water heaters located in mechanical room. o Building thermostatic mixing valve. o Hot water looped to serve core restrooms. o Recirculation system with pump in mechanical room.


Two heating high temperature hot water to hot water domestic heat exchangers located in mechanical room.

o Domestic hot water storage tank. o Building thermostatic mixing valve. o Hot water looped to serve core restrooms. o Recirculation system with pump in mechanical room.




Intermediate level tank located in 4th floor mechanical room.


WARREN STREET SITE – OPTION #2 TWELVE (12) STORY BUILDING



Intermediate level tank located in 6th floor mechanical room.

SANITARY WASTE AND VENT SYSTEMS The sanitary drain and vent system will be supplied to water closets, urinals, sinks, mop receptors, showers, and other locations, where required. All sanitary drainage, waste and vent piping will be located either below floor slabs, above ceilings, in pipe chases, or in wall cavities. Complete accessibility will be available to all clean outs in the drainage piping system. A single sanitary main will exit the building and the exact exit location will be coordinated with the Civil Engineers. A sanitary and vent stack will be provided at two (2) column locations. Each floor of each riser will have a capped sanitary and vent for future connections. Stacks at columns will be coordinated with floor plans. Cleanouts will be provided at changes of direction located at the base of stacks in accordance with code. Sanitary and vent piping located within the building will be hubless cast iron soil piping with stainless steel couplings. A sanitary ejector pump will be provided in the basement level for mechanical floor drains, areaways and restrooms. This pump will be a duplex system, 50 GPM pumping capacity with 48” diameter fiberglass basin with diamond plate cover. NORTH WILLOW STREET SITE FIVE (5) STORY BUILDING

8” Sanitary Sewer. 6” sanitary and vent stack at core restroom. Two 4” sanitary and 4” vent stacks for tenant fit-out connections.

o 4” sanitary and 4” vent tee capped for future tenant fit-out connections. Sanitary ejector duplex submersible pump for basement mechanical floor drains.



o 4” sanitary and 4” vent tee capped for future tenant fit-out connections. Sanitary ejector duplex submersible pump for basement mechanical floor drains.




o 4” sanitary and 4” vent tee capped for future tenant fit-out connections. o High rise offsets for sanitary and vent stacks. o Relief vent stacks.

Sanitary ejector duplex submersible pump for basement mechanical floor drains.

WARREN STREET SITE – OPTION #2 TWELVE (12) STORY BUILDING


o 4” sanitary and 4” vent tee capped for future tenant fit-out connections. o High rise offsets for sanitary and vent stacks. o Relief vent stacks.

Sanitary ejector duplex submersible pump for basement mechanical floor drains. STORM WATER SYSTEMS The storm water system will be supplied to roof drains and overflow drains, where required, and designed for 6 inches/hour rainfall rate per code. All storm water piping will be located either below floor slabs, above ceilings, or in pipe chases. All horizontal storm water piping will be insulated, as well as the underbody of roof drains. Complete accessibility will be available to all clean outs in the piping system. Roof drains will be J.R. Smith 1310 with cast iron dome strainers, or equal. Overflow drains will be provided with a 2 inch water dam and cast iron dome strainers similar to J.R. smith 1310-WD. Storm stacks within the building will be coordinated with the floor plate and routed underfloor to exit the building to the exterior storm system. The exact locations will be coordinated with the Civil Engineers. Storm piping located within the building will be hubless cast iron soil piping with stainless steel couplings. Roof drain bodies and horizontal piping lengths will be insulated. Cleanouts will be provided at changes of direction located at the base of stacks in accordance with code. A foundation drainage system will be provided at the basement level. The soils report will be reviewed to determine the size and flow of storm ejector pump system required. ALL BUILDINGS

15” Storm Sewer. Foundation drainage system with duplex submersible sump pump.


ELEVATOR SUMP PUMPS ALL BUILDINGS Elevator pits will be provided with sump pumps as required by code. Elevator sump pumps where required will be Weil 2427-525, 1 HP, 208 Volts, 3-Phase, 50 gpm at 20 feet of head with SeeWater oil-smart system control panel and remote alarm, or equal. Sump pump discharge, 3” in size, will be routed to the exterior and spill to a splashblock on grade, located and coordinated with building entrances/exits and architect. Sump pump discharge piping located within the building will be Type L copper with pressure fittings and soldered joints. NATURAL GAS SYSTEM The natural gas system will be supplied to mechanical boilers, water heaters, kitchen equipment and other locations, where required. New piping will be welded or seamless black steel ASTM A120, Schedule 40. Lock up type regulators are required upstream of each connection to ensure proper pressure. Piping will be welded where installed in a plenum type ceiling and all valves will be in accessible locations. PSE&G is the current service provider. Standard low pressure (4-6” W.C.) will be provided and coordinated with the gas utility company. A single gas service and meter will be provided and coordinated with the Civil Engineers. ALL BUILDINGS

4” Natural Gas main at 7” water column, single utility meter LEED

o Utility meter for natural gas usage at each piece of mechanical equipment requiring a natural gas connection

o Onicon F-5100 Series utility meter will be provided with pulse reader and connected to Campus BMS system.

PLUMBING – FIXTURES AND SPECIALTIES ALL BUILDINGS

Plumbing fixtures high efficiency, low flow type.

o Wall mounted vitreous china toilets, battery operated electronic sensor, 1.28 gpf o Wall mounted vitreous china urinals, battery operated electronic sensor, 0.125 gpf o Vitreous china lavatories, battery operated electronic sensor faucet, 0.5 gpm o Electric water cooler, self-contained, wall mounted, electric refrigerated unit with bottle filler o Floor mounted molded stone mop receptor minimum 24”x24”, wall mounted faucet with bucket

hook and integral vacuum breaker o Interior hose bibbs, integral vacuum breaker, wall mounted exposed, removable key o Exterior wall hydrants, non-freeze with integral vacuum breaker, stainless steel recessed wall

box, removable key A temperature limiting device set at 110°F will be provided at all public hand washing facilities. Floor drains located in restrooms and janitor’s closets will be J.R. Smith 2005B with nickel bronze

strainers and trap primer connections. Floor drains located in mechanical room spaces will be J.R. Smith 2110 with ductile iron grates and

trap primer connections.


Trap primers for restroom floor drains will be PPP LTP-1500 drainage type. Trap primers for mechanical room drains will be PPP MP-500-115V electronic type. Roof drains will be J.R. Smith 1310 with cast iron dome strainers. Overflow drains will be provided with a 2 inch water dam and cast iron dome strainers similar to J.R.

smith 1310-WD. EQUIPMENT AND MATERIALS ALL BUILDINGS Except as previously identified, the following will be the basis of design for the equipment and materials:

Sanitary waste piping (above and below floor): Hubless cast-iron soil pipe and fittings with stainless steel couplings.

1. Option: Sanitary waste piping (below floor): Schedule 40 PVC DWV piping with hubless fittings and solvent cemented joints.

Vent Piping (above and below floor): Hubless cast-iron soil pipe and fittings with stainless steel couplings.

Storm water piping (above and below floor): Hubless cast-iron soil pipe and fittings with stainless steel couplings.

1. Option: Storm water piping (below floor): Schedule 40 PVC DMV piping with hubless fittings and solvent cemented joints.

Domestic Cold Water Piping: Copper tube Type L with wrought copper fittings and lead free (95/5 Tin Antimony) solder joints.

1. Option: Copper tube Type L with wrought copper fittings and Pro-Press fittings. 2. Option: PEX-A tube with Uponor fittings and valves for 2” and smaller piping.

Domestic Hot Water Piping: Copper tube Type L with wrought copper fittings and lead free (95/5 Tin Antimony) solder joints.

1. Option: Copper tube Type L with wrought copper fittings and Pro-Press fittings. 2. Option: PEX-A tube with Uponor fittings and valves for 2” and smaller piping.

Elevator Sump Pump Discharge Piping: Copper tube Type L with copper DWV pressure fittings and lead free (95/5 Tin Antimony) solder joints.

Natural Gas Piping: Schedule 40 Black Steel with threaded malleable iron fittings. Provide welded joints for piping 2½” and larger.

1. Option: CSST Trac Pipe with manufacturer’s approved fittings. Foundation Drainage Piping: Schedule 40 PVC, perforated with glued joints. Sanitary and/or Storm Ejector Pump Discharge Piping: Galvanized steel, pressure fittings with

threaded joints.

VOLUME 2,

SECTION 2.0: STRUCTURAL SYSTEMS DESCRIPTION



Project

NJEDA Office Building Feasibility Study

Prepared for

Edmund Klimek, AIA.

KSS Architects

Princeton, NJ

Prepared by

Chris Christoforou, P.E., LEED AP BD+C

Principal

Adam Beckmann

Senior Engineer

Thornton Tomasetti

744 Broad Street

Newark, NJ 07102

T 973.286.6100

April 1, 2015

TT Project F15016.00

of 6

NJEDA Feasibility Study – Structural Narrative April 1, 2015

TABLE OF CONTENTS

1.00 PROJECT DESCRIPTION ...................................................................................... 02

2.00 DESIGN AND LOADING CRITERIA ...................................................................... 02

3.00 DESCRIPTION OF STRUCTURAL SYSTEMS ....................................................... 03

3.01 FOUNDATION SYSTEM ......................................................................................... 03 3.02 SUPERSTRUCTURE GRAVITY SYSTEMS ........................................................... 03 3.03 LATERAL LOAD RESISTING SYSTEMS ............................................................... 04 4.00 APPENDIX A - SKETCHES .................................................................................... 06

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1.00 PROJECT DESCRIPTION

The New Jersey Economic Development Authority (NJEDA) is proposing to build approximately 300,000 gsf of office space located in Trenton, NJ to support the both the NJ Health and Agriculture Department and the NJ Taxation Department. Thornton Tomasetti was engaged by KSS Architects to study the structural aspects of locating the office space on one or two NJ state owned sites. Sketch 4.01 provides an overview of both sites. Due to the request to house two distinct departments and with multiple potential site locations four potential options have been proposed described below: Option 1: House both departments in a 12-story structure located at the Warren Street Site on the corner of John Fitch Way and New Warren Street. The building will have 13’-14’ floor heights making the overall structure 160’ to 170’ tall. Option 2: Split the departments into two distinct structures both located at the Warren Street Site. The Taxation department would be housed in a 7-story 175,000 gsf structure located on the corner of John Fitch Way and New Warren Street while the Health and Agriculture Department would be housed in a 4-story 125,000 gsf structure located on the corner of Market Street and the future Warren Street expansion. Floor to floor heights for this option would also be 13’-14’ tall, bringing the 7-story structure to a height of 90’-100’ along with 4-story structure topping out around a height of 50’-60’. Option 3: The Taxation department would be housed in the same structure as discussed in Option 2. However the Health and Agriculture department would be located in a 5-story 125,000 gsf structure located at the North Willow Street Site. Floor to floor heights for this option would also be 13’-14’ tall, with an approximate roof height around 70’. Option 4: The final option involves locating both the Taxation and Health and Agriculture departments at the North Willow Street Site. The Health and Agriculture department would be housed in the same building previously described in option 3. The Taxation department would be housed in a 4-story 175,000 gsf “L” shaped building located on the corner North Willow and Bank Street. Typical floor to floor heights again would be in the 13’-14’ range with an approximate roof height of around 50’-60’.

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2.00 DESIGN & LOADING CRITERIA

The governing code for the structural design will be the 2009 International Building Code (IBC), New Jersey edition as per the New Jersey Uniform Construction Code. The structures will be designed to safely resist all loads prescribed by these codes. Typical office floors will be designed for a Live Load of 50 psf (pounds per square foot) plus 20 psf for partitions, and an allowance of 15 psf for raised flooring. The floors will also be designed based on design criterion for walking excitation per AISC Design Guide 11. A damping ratio of 0.03 will be used, which is standard for modular office spaces with non-structural components and furnishings, but with small demountable partitions.

Wind, Seismic and Snow loading shall conform to the requirements of the 2009 IBC. Hydrostatic pressures at basement slabs and walls will be estimated based on water table elevations and other geotechnical requirements. Any LEED requirements for structural components will be addressed accordingly.

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3.00 DESCRIPTION OF STRUCTURAL SYSTEMS

3.01 FOUNDATIONS

Although a geotechnical investigation of the site has not been undertaken it has been suggested that deep foundations (piles or caissons) should be utilized for all buildings at both sites due to a nearby underground aquifer and close proximity to the Delaware River. We anticipate that all structural schemes presented in the various options will require piles in combination with pile caps to resist the gravity load of the buildings.

Basement walls will be required around the perimeter of the Health and Agriculture building located at the North Willow Street Site due to a 10’-0” change in grade along West Hanover Street. All buildings at the Warren Street Site would require a small partial basement to bring utilities into the new buildings. Due to the expected high water level we anticipate a pressure slab will be required in addition to foundation walls around the basement perimeter. Additional waterproofing measures will need to be undertaken in order ensure water tight construction. The ground floor in all options will consist of 6” slab on grade except over the partial basements. Steel framing will be utilized on the ground floor to enclose the basement construction. It is expected that the slab on grade will be a nominal 2’-0” above the top of pile cap.

3.02 SUPERSTRUCTURE GRAVITY SYSTEM

In general, the structural system for all options will consist of steel braced frames with composite slabs on metal deck. Steel braced frames and/or moment frame will provide the necessary stability against lateral loads.

The typical construction above grade will consist of composite deck slabs supported by composite steel beams. The typical floor slab will be a 3.25” light weight concrete on top of a 3” composite metal deck (total thickness 6.25”) spanning onto composite steel beams spaced at 10’ o.c. The slab assembly proposed will not require spray-on fireproofing to achieve the required fire rating. If desired an alternate deck consisting of 2.5” normal weight concrete on top of a 3” composite metal deck (total thickness 5.5”) could be used however this slab assembly will require spray-on fireproofing to achieve the required fire rating.

For Option 1 (12-story structure) the typical bay size is approximately 40’ in the East-West direction and 30’ in North-South direction. Typical floor beams spaced at 10’ on center will be W18’s with W21’s for the 30’ girders. The beams will be cambered and will require welded studs (approximately 1 stud per foot). Refer to 4.02 for additional information.

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For Option 2 (7-story structure and a 4-story structure) the beam spans will differ between the two buildings. The 7 story structure will again consist of a typical bay size of approximately 40’ in the East-West direction and 30’ in North-South direction. Typical framing sizes will be identical to option 1. The 4-story structure will consist of 30’x30’ bays with infill framing spaced 10’ on center. Typical floor beam sizes will be W16-18 for the 30’ infill spans with W21’s for the 30’ girders. The beams will be cambered and will require welded studs (approximately 1 stud per foot). For Option 3 (7-story structure and a 5-story structure) the beam spans will differ between the two buildings. The 7-story structure will be identical to the 7-story structure in Option 2. The 5-story structure will consist of 30’x40’ bays. Typical floor beam sizes will be W18 for the 40’ infill members with W21’s for the 30’ girders. The beams will be cambered and will require welded studs (approximately 1 stud per foot). Refer to 4.05 for additional information. For Option 4 (5-story structure and a 4-story structure) the beam spans will differ between the two buildings. The 5-story structure will be identical to the 5-story structure in Option 3. The 4-story structure will consist of 40’x40’ bays with infill members spaced 10’ on center. Typical floor beam sizes will be W18’s for the 40’ infill members with W24-W27’s for the 40’ girders. The beams will be cambered and will require welded studs (approximately 1 stud per foot). Refer to 4.06 for additional information.

The columns as shown in plan will consist of W10-14 wide flange sections. No transfers of tower columns are anticipated within all options.

3.03 LATERAL LOAD RESISTING SYSTEM

a) Seven and Twelve Story Office Tower Options

The lateral load resisting system will consist of steel braced frames placed around elevator and stair shafts, which may be supplemented by two moment frames at the two exterior North-South column lines. The steel braced frames will contain concentric (chevron) or eccentric diagonal bracing to be coordinated with elevators and other services. The diagonal braces will typically be HSS or Wide Flange steel members.

b) Four and Five Story Office Tower Options

Due to the lower height of the four and five story towers several options are available for the lateral resisting system. For these smaller buildings moment frames around the perimeter and interior of the buildings could provide lateral resistance. A braced core located around the elevators and/or stairs may also be utilized similar to the seven and twelve story structures.

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APPENDIX A - SKETCHES

PROJECT: NJEDA

SK4.01SUBJECT: SITE OVERVIEW

DATE: 04/01/2015

REFERENCE:

BY: IK

NORTH BROAD STREET

NORTH WARREN STREET

PERRY STREET

BANK STREET

STATE STREET

ROUTE 29

NORTH WILLOW

STREET

WEST HANOVER

STREET

S. WARREN STREET

WILLOW SITE (SITE 1)

WARREN SITE (SITE 2)

SK-4.06

SK-4.05

SK-4.02

SK-4.03

SK4.06

SK4.05

SK4.02

SK4.04

NORTH WILLOWSTREET SITE

WARRENSTREET SITE

30'-0

"30

'-0"

30'-0

"30

'-0"

40'-0"40'-0"40'-0"40'-0"40'-0"40'-0"

240'-0"

120'-

0"2'-6"

2'-6"

2'-6"

SK4.02SUBJECT: WARREN NORTH BUILDING TYPICAL PLAN

PROJECT: NJEDA

DATE: 04/01/2015

REFERENCE:

BY: IK

W18 (TYP.)

W21

(T

YP

.)

W COLUMN 10" TO 14" DEEP (TYP.)

CL

TYP. SLAB

OPTION 1: 3"MD + 3 1/4" LWCOPTION 2: 3"MD + 2 1/2" NWC

PROJECT: NJEDA

SK4.03SUBJECT: WARREN NORTH BUILDING 3D ISOMETRIC VIEW

DATE: 04/01/2015

REFERENCE:

BY: IK

2.3 3.3 4.3 5.3

B.3

C.3

D.3

A.3

1.3 6.3

50'-0"50'-0"50'-0"50'-0"50'-0"

50'-0

"25

'-0"

50'-0

"

125'-

0"

250'-0"

32'-6" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 32'-6"

30'-0

"30

'-0"

30'-0

"30

'-0"

2'-6"

250'-0"

2'-6"

125'

-0"

2'-6

"2'

-6"

SK4.04SUBJECT: WARREN SOUTH BUILDING TYPICAL PLAN

PROJECT: NJEDA

DATE: 04/01/2015

REFERENCE:

BY: IK

CL

TYP. SLAB


W18 (TYP.)

W21

(T

YP

.)


2.2 3.2 4.2 5.2

B.2

C.2

A.2

D.2

1.2

50'-0"50'-0"50'-0"50'-0"50'-0"

6.2

40'-0

"40

'-0"

40'-0

"

120'-

0"

250'-0"

32'-6" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0"

37'-6

"

2'-6"250'-0"

125'

-0"

2'-6

"2'

-6"

40'-0

"37

'-6"

19'-6" 10'-6" 32'-6"2'-6"

PROJECT: NJEDA

SK4.05SUBJECT: N.WILLOW SOUTH BUILDING TYPICAL PLAN

DATE: 04/017/2015

REFERENCE:

BY: IK

2'-6"

CL

TYP. SLAB


W18

(T

YP

.)

W21 (TYP.)


PROJECT: NJEDA

SK4.06SUBJECT: N.WILLOW NORTH BUILDING TYPICAL PLAN

DATE: 04/01/2015

REFERENCE:

BY: IK

80'-0"40'-0"40'-0"40'-0"40'-0"40'-0"40'-0"40'-0"

40'-0

"40

'-0"

40'-0

"40

'-0"

40'-0

"40

'-0"

40'-0

"

W18

(T

YP

.)

W24-W27 (TYP.)

CL

TYP. SLAB



VOLUME 2,

SECTION 3.0: SUSTAINABILITY



VOLUME 2,

SECTION 4.0: PROGRAM REPORTS



PROGRAM SUMMARY - DEPARTMENT OF HEALTH

DEPARTMENT STAFF SQ. FT.

DOH - Office of the Commissioner 42 9,154

DOH - M & A Admin. Services 8 1,509

Financial Services 59 7,801

Human Resources 16 4,241

Vital Statistics 57 11,275

Criminal Background Investigation 11 1,809

Medical Marijuana 19 2,843

Pub. Health Infrastructure, Labs, EP 75 16,637

Family Health Services 1 106

Print Shop 8 5,810

Warehouse 7 5,134

Shared Area - Lobby 3 7,763

Shared Support 0 5,879

Total Staff 306 79,961Bldg. Circulation 1.15

BUILDING TOTAL 91,955

DOH Mgt. & Admin./ Office of the Commissioner

Title Current Growth Workspace Sq. Ft. Total

POSITION SPACE

Department Head 1 0 Office 350 350

Deputy/Asst or Division Director 6 0 Office 250 1,500

Depurty/Ass Dir or Bureau/Section Chief 5 0 Office 175 875

Asst. Chief/Office Supervisor 10 1 Office 100 1,000

Supervisor 8 1 Wkstation 80 640

Professional/Tech/Para-Prof 8 2 Wkstation 64 512

Total Employees 38 4 Workspace Subtotal 4,877

SUPPORT

Conference Room B3 (10-16 persons) 1 300 300

Office Supplies 3 50 150

Reception Area C 1 300 300

Break Area C & D - *See Shared Support * - -

Mail Operations 1 75 75

Voice/Data Room A - * See Shared Support * - -

Support Subtotal 825Total 5,702

Circulation 30%

SUBTOTAL POSITION AND SUPPORT SPACE (NET SQ. FT.) 8,154

OTHER/LARGE SUPPORT

Board Room 1 750 750

Other Subtotal 750Circulation 25%

SUB TOTAL - OTHER (NET SQ. FT.) 1,000

GRAND TOTAL DEPARTMENT (NET SQ. FT.) 9,154

DOH Mgt. & Admin./ Administrative Services

Title Current Growth Workspace Sq. Ft. Total

POSITION SPACE

Deputy/Asst. Dir. or Bureau Sect. Chief 1 0 Office 175 175

Asst. Chief/Office Supv. 2 0 Office 100 200

Supervisor 1 0 Wkst. 80 80

Professional/Tech/Para-Prof 4 0 Wkst. C 64 256

Total Employees 8 0 Workspace Subtotal 711

SUPPORT

Lateral Files 11 5 55


Machine Operations 1 64 64

Break Area A *(See Shared Support) * - -


Storage A 1 100 100

Voice/Data Room A * (See Shared Support) * - -

Janitor's Closet *(In Base Building Factor) * - -


Circulation 30%

SUB-TOTAL POSITION AND SUPPORT SPACE (NET SQ. FT.) 1,509

OTHER/LARGE SUPPORT


SUB TOTAL - OTHER (NET SQ. FT.) 0


Financial ServicesTitle Current Growth Workspace Sq. Ft. Total

POSITION SPACE



Professional/Tech/Para-Prof 43 2 Wkst. 64 2,752


SUPPORT

Conference Room B2 2 250 500




Break Area D *(See Shared Support) * - -


Storage B 1 150 150

Voice/Data Room* (See Shared Support) - -

Janitor's Closet *(In Base Building Factor) - -

Support Subtotal 1,298Total 5,455

Circulation 30%


OTHER/LARGE SUPPORT




Human ResourcesTitle Current Growth Workspace Sq. Ft. Total

POSITION SPACE



Professional/Tech/Para-Prof 6 1 Wkst. C 64 384


SUPPORT


Conference Room B3 1 300 300


Reception Area A 1 90 90


Break Area B *(See Shared Support) * - -


Voice Data *(See Shared Support) - - -

Interview Room 2 100 200

Janitorial Closet *(Included in Base Building) - - -


Circulation 30%


OTHER/LARGE SUPPORT

Customer Waiting Area 300 300




Vital StatisticsTitle Current Growth Workspace Sq. Ft. Total

POSITION SPACE






SUPPORT






Storage C 1 150 150

Voice/Data Room C * (See Shared Support) * - -

Janitor's Closet *(In Base Building Factor) * - -


Circulation 30%


OTHER/LARGE SUPPORT

File Room D 4 800 3,200

Other Subtotal 3,200Circulation 25%



Criminal Background InvestigationsTitle Current Growth Workspace Sq. Ft. Total

POSITION SPACE




Professional/Tech/Para-Prof 9 0 Wkst. 64 576


SUPPORT


Lateral Files 0 5 0




Storage A 1 100 100


Circulation 30%


OTHER/LARGE SUPPORT




Medical MarijuanaTitle Current Growth Workspace Sq. Ft. Total

POSITION SPACE






SUPPORT






Storage A 1 100 100

Voice Data Room A* (See in Shared Support) - - -

Janitorial Closet* (In Base Building) - - -

Registration Room 1 100 100


Circulation 30%


OTHER/LARGE SUPPORT




Public Health Infrastructure, Laboratories and Emergency PreparednessTitle Current Growth Workspace Sq. Ft. Total

POSITION SPACE

Deputy/Asst or Div Director 1 0 Office 250 250



Supervisor 21 0 Wkst. 80 1,680



SUPPORT






Storage B 1 150 150

Voice Data Room A & C* (See Shared Support) - - -

Janitorial Closet* (In Base Building) - - -


Circulation 30%


OTHER/LARGE SUPPORT

Conference Room C (13-20 persons) 1 500 500

Health Command Ctr. - (includes bunk room) 1 5,250 5,250




Family Health ServicesTitle Current Growth Workspace Sq. Ft. Total

POSITION SPACE

Professional/Tech/Para-Prof 1 0 Wkst. 64 64


SUPPORT


Support Subtotal 10Total 74

Circulation 30%

SUB-TOTAL POSITION AND SUPPORT SPACE (NET SQ. FT.) 106

OTHER/LARGE SUPPORT



GRAND TOTAL DEPARTMENT (NET SQ. FT.) 106

Print ShopTitle Current Growth Workspace Sq. Ft. Total

POSITION SPACE

Asst. Chief/Office Supervisor 1 0 Office 100 100

Professional/Tech/Para-Prof. 4 64 256

Machine Operator Work Space 3 - 51


SUPPORT



Break Area8 (See Shared Support) - - -


Storage C 1 200 200

Voice Data * (See Shared Support) - - -

Janitorial Closet (In Base Building) - - -


Circulation 30%


OTHER/LARGE SUPPORT

Printing Equipment Area 1 3,000 3,000

Product Layout/Packaging Area 1 750 750




WarehouseTitle Current Growth Workspace Sq. Ft. Total

POSITION SPACE

Supervisor 2 0 Workstaion 80 160

Other Work Space/Supply Clerk 5 0 56 280

-


SUPPORT


Break Area8 (See Shared Support) - - -


Storage C 2 200 400

Voice Data * (See Shared Support) - - -

Janitorial Closet (In Base Building) - - -


Circulation 30%


OTHER/LARGE SUPPORT

Other Warehouse Space 1 3,000 3,000




LobbyTitle Current Growth Workspace Sq. Ft. Total

POSITION SPACE

Security Booth 3 0 Desk 56 168


SUPPORT

Conference 2 300 600


Circulation 30%


OTHER/LARGE SUPPORT

Visitor Waiting 1 1,000 1,000

Conference Room (200 persons) 1 2,000 2,000

Conference Room (50 Persons) 2 1,000 2,000

Cafeteria (see shared support) - - -




General Support

Title Qty Workspace Sq. Ft. Total

SHARED SUPPORT AREA

Break Areas 8 Semi Open 100 800

IT Closets 8 Closed 100 800

Cafeteria 1 Closed 2,000 2,000

Coat Closets 8 Closed 25 200

Mothers' Rooms 4 Private 100 400

Coat Closets 7 Closed 30 210

Support Subtotal 4,410Circulation 25%

GRAND TOTAL (NET SQ. FT.) 5,879

PROGRAM SUMMARY - DEPARTMENT OF AGRICULTURE


AGN 12 2,796

M&D 30 4,357

OOS 20 4,906

SADC 28 4,673

NASS 2 692

Shared Support 0 4,919



AGNTitle Current Growth Workspace Sq. Ft. Total

POSITION SPACE

Sr. Executive Service 1 Office 250 250

Economist/Analyst/Specialist 3 0 Office 175 525

Scientist/Specialist/Planner/Engineer 4 0 Wkstation 100 400

Specialist 2 Wkstation 80 160

Technician 1 Wkstation 64 64

Secretarial Assistant 1 Wkstation 56 56


SUPPORT

Reception 1 100 100

Files 75 5 375

Print 1 25 25


Circulation 30%


OTHER/LARGE SUPPORT




M&DTitle Current Growth Workspace Sq. Ft. Total

POSITION SPACE

ED Rep/Exec Asst/Govt Rep/Conf. Asst. 4 0 Office 175 700

Coord/PI Officer/Exec Asst/Specialist/Asst/Supv 7 0 Wkst/Office 100 700

Carpenter/Agent/Asst/Specialist/etc. 11 0 Wkst/Office 64 704

Asst/Clerk 8 0 Wkstation 56 448


SUPPORT

Reception 1 100 100

Files 75 5 375

Print/Fax 1 20 20


Circulation 30%


OTHER/LARGE SUPPORT




OOSTitle Current Growth Workspace Sq. Ft. Total

POSITION SPACE

Secreatary of Agriculture 1 0 Office 350 350

Manager Fiscal Resources 1 0 Office 250 250

Asst. Secretary of Agriculture 1 0 Office 250 250

Analyst/Exec Asst/Secy to Commiss/Govt Rep 4 0 Office 175 700

Netwk Admin/Legal Spec/Gov. Rep/PI Asst. 5 0 Wksta/Office 100 500

Personnel Asst. 2 0 Wkstation 80 160

Support Spec/App Oper/Clerk/Asst/etc. 5 0 Wkstation 64 320

Secy Ass't. 1 0 Wkstation 56 56


SUPPORT

Reception 1 200 200

Print/Fax 1 20 20

Files 125 5 625


Circulation 30%


OTHER/LARGE SUPPORT




SADCTitle Current Growth Workspace Sq. Ft. Total

POSITION SPACE

Exec. Director 1 0 Office 250 250

Govt. Rep 1 2 0 Office 175 350

Prog Mgr/Analyst/Associate/Specialist/etc 7 0 Wkst/Office 100 700

Planner/Specialist/Appraiser/Govt Rep 6 0 Wkstation 80 480

Specialist/Secretary/Typist/etc. 12 0 Wkstation 64 768


SUPPORT

Print/Fax 1 20 20

Files 100 5 500

Recept. 1 200 200


Circulation 30%


OTHER/LARGE SUPPORT




NASSTitle Current Growth Workspace Sq. Ft. Total

POSITION SPACE

Executive Director 1 0 Office 250 250

Technician 1 0 Wkstation 64 64


SUPPORT

Files 30 5 150

Print 1 20 20


Circulation 30%

SUBTOTAL POSITION AND SUPPORT SPACE (NET SQ. FT.) 692

OTHER/LARGE SUPPORT




GENERAL SUPPORTTitle Qty Workspace Sq. Ft. Total

SUPPORT AREA

Lobby - Share With Health 1 Open 0 0

Board Room (share with Health) 1 Closed 0 0

Auditorium - share with Health 1 Closed 0 0

Break Rooms 2 Semi-Open 120 240

Supplies 5 Closed 50 250

Conference 4 Closed 150 600

Storage 5 Closed 200 1,000

Records Storage 1 Closed 1000 1,000

Computer Room 1 Closed 400 400

Copy Rooms 4 Closed 50 200

Support Subtotal 3,690Circulation x25%

GRAND TOTAL (NET SQ. FT.) 4919

PROGRAM SUMMARY - DEPARTMENT OF TAXATION


Taxpayer Services - Public 4 1,914

Mail Processing 5 1,745

Records Storage 0 14,396

Local Property Tax 47 8,417

Taxation Data Warehouse 27 3,175

Excise Tax 27 3,732

Audit Services (Incl. Quakerbridge) 45 5,942

Administration 1 822

Inheritance Tax 71 8,909

Facilities Managemet 14 2,344

Records Management 11 1,195

GIT Audit 69 7,905

Mail Services 9 1,078

Office Audit Branch 78 10,485

Taxation Modernization Project (new) 50 5,804

Taxpayer Services - Non-Public 99 12,738

Technical Services 132 10,506

Regulatory Services 11 2,206

Compliance Services/Special Procedures/Invest 128 15,181

Data Systems 19 2,329

Legislative Analysis 12 1,474

Treasury Fiscal 5 645

Office of the Director 11 2,982

Chief of Staff 5 762

Tax Advocate 2 204

Criminal Investigations 20 2,677

Field Audit (except Audit Services, incl. above) 53 6,412

Conference and Appeals Branch 44 6,521

Support 0 8,411



Taxpayer Services - PublicTitle Current Growth Workspace Sq. Ft. Total

POSITION SPACE



SUPPORT

Interview Room 1 100 100

Printer Area 1 50 50


Circulation 30%


OTHER/LARGE SUPPORT

Taxpayer Reception 1 1,000 1,000




Mail Processing & Print Solutions CenterTitle Current Growth Workspace Sq. Ft. Total

POSITION SPACE



Other Workspace 3 0 Wkstation 48 144


SUPPORT

0


Circulation 30%


OTHER/LARGE SUPPORT

Mail/Print Area 1,000 1 1,000

m




Records StorageTitle Current Growth Workspace Sq. Ft. Total

POSITION SPACE

0 0 Wkstation 80 0

0 0 Wkstation 64 0

0 0 Wkstation 48 0


SUPPORT

0


Circulation 30%


OTHER/LARGE SUPPORT

File Room 10,800 1 10,800

m




Local Property TaxTitle Current Growth Workspace Sq. Ft. Total

POSITION SPACE

Professional/Tech/Para-Prof 46 0 Wkstation 64 2,944

Deputy/Asst. Director or Bureau Section Chief 1 Office 150 150


SUPPORT

Map Room 1 1200 1,200

Print/Fax 1 20 20

Files 4 5 20

Storage 1 120 120

Copy 2 0 100 200

Conference Room 2 150 300


Circulation 30%


OTHER/LARGE SUPPORT

Map Room 1 1,000 1,000




Taxation Data WarehouseTitle Current Growth Workspace Sq. Ft. Total

POSITION SPACE




SUPPORT

Storage 1 150 150

Mail 1 100 100



Circulation 30%


OTHER/LARGE SUPPORT




Excise TaxTitle Current Growth Workspace Sq. Ft. Total

POSITION SPACE

Deputy Asst Dir. or Bureau Section Chief 4 Office 150 600




SUPPORT

storage 1 150 150

Mail 1 100 100

Conference 1 150


Circulation 30%


OTHER/LARGE SUPPORT




Audit Services - (Incl. QB office)Title Current Growth Workspace Sq. Ft. Total

POSITION SPACE

Deputy.Asst. or Div Director 1 0 Office 225 225

Deputy Asst Dir. or Bureau Section Chief 2 0 Office 150 300

Asst. Chief.Office Supv. 7 0 Wkst/Office 110 770



SUPPORT

storage 1 150 150

Mail 1 100 100


Files 28 5 140

Print/Fax 4 20 80


Circulation 30%


OTHER/LARGE SUPPORT




AdministrationTitle Current Growth Workspace Sq. Ft. Total

POSITION SPACE

Assistant Director 1 0 Office 225 225





SUPPORT

Storage 1 150 150

Waiting 1 50 50



Circulation 30%


OTHER/LARGE SUPPORT




Inheritance Tax BranchTitle Current Growth Workspace Sq. Ft. Total

POSITION SPACE



Supervisor 8 0 Wkst/Office 110 880


Field Staff 0 Wkstation 48 0


SUPPORT

Copy File Room 1 350 350

Storage 1 150 150


Equip/Scanning/print 2 20 40

Information Station 1 48 48


Circulation 30%


OTHER/LARGE SUPPORT




Facilities ManagementTitle Current Growth Workspace Sq. Ft. Total

POSITION SPACE







SUPPORT

Photo Lab 1 120 120

Storage 1 150 150


Equip/Scanning 1 48 48


Circulation 30%


OTHER/LARGE SUPPORT




Records ManagementTitle Current Growth Workspace Sq. Ft. Total

POSITION SPACE







SUPPORT

0

0


Circulation 30%


OTHER/LARGE SUPPORT




GIT AuditTitle Current Growth Workspace Sq. Ft. Total

POSITION SPACE







SUPPORT

files 60 5 300

Storage 1 120 120



0


Circulation 30%


OTHER/LARGE SUPPORT




Mail ServicesTitle Current Growth Workspace Sq. Ft. Total

POSITION SPACE





Other Staff 3 0 Wkstation 48 144


SUPPORT

Files 4 5 20

Sorting Area 1 80 80



Circulation 30%


OTHER/LARGE SUPPORT




Office Audit BranchTitle Current Growth Workspace Sq. Ft. Total

POSITION SPACE







SUPPORT

Copy Room 2 120 240

Storage 2 150 300




Files 96 5 480


Circulation 30%


OTHER/LARGE SUPPORT




Taxation Modernization Project (New)Title Current Growth Workspace Sq. Ft. Total

POSITION SPACE







SUPPORT

Copy Room 1 120 120

Storage 1 120 120



Files 25 5 125


Circulation 30%


OTHER/LARGE SUPPORT




Taxpayer Services (Non-public)Title Current Growth Workspace Sq. Ft. Total

POSITION SPACE



Supervisor 13 0 Wkstation 110 1,430




SUPPORT

Copy Area/Mail 2 120 240

Storage 1 150 150




Files 80 5 400


Circulation 30%


OTHER/LARGE SUPPORT




Technical ServicesTitle Current Growth Workspace Sq. Ft. Total

POSITION SPACE



Asst. Chief/Supv. 14 0 Wkstation 110 1,540


Field Staff/Call Center 96 0 Wkstation 36 3,456


SUPPORT

Copy Area 1 80 80

Storage 2 150 300




Circulation 30%


OTHER/LARGE SUPPORT




Regulatory ServicesTitle Current Growth Workspace Sq. Ft. Total

POSITION SPACE



Asst. Chief/Supv. 7 0 Wkst/Office 110 770


Field Staff/Call Center 0 0 Wkstation 36 0


SUPPORT

Copy Area 0 80 0

Storage 1 150 150



files 5 5 25


Circulation 30%


OTHER/LARGE SUPPORT




Compliance ServicesTitle Current Growth Workspace Sq. Ft. Total

POSITION SPACE



Asst. Chief/Supv. 11 0 Wkstation 110 1,210




SUPPORT

Copy Area 2 80 160

Storage 2 150 300




Files 136 5 680


Circulation 30%


OTHER/LARGE SUPPORT




Data SystemsTitle Current Growth Workspace Sq. Ft. Total

POSITION SPACE



Asst. Chief/Supv. 4 0 Wkstation 110 440




SUPPORT

Mail Area 1 64 64


Files 25 5 125


Circulation 30%


OTHER/LARGE SUPPORT




Legislative AnalysisTitle Current Growth Workspace Sq. Ft. Total

POSITION SPACE







SUPPORT

Mail Area 0 64 0


Files 21 5 105


Circulation 30%


OTHER/LARGE SUPPORT




Treasury FiscalTitle Current Growth Workspace Sq. Ft. Total

POSITION SPACE







SUPPORT

Mail Area 0 64 0


Files 5 5 25


Circulation 30%


OTHER/LARGE SUPPORT




Office of the DirectorTitle Current Growth Workspace Sq. Ft. Total

POSITION SPACE

Division Head 1 0 Office 350 350






SUPPORT

Copier 1 80 80


Files 11 5 55

Large conference room 1 300 300

Storage 1 120 120

Small Conference 1 150 150


Circulation 30%


OTHER/LARGE SUPPORT




Chief of StaffTitle Current Growth Workspace Sq. Ft. Total

POSITION SPACE







SUPPORT

Copy 0 64 0


Files 7 5 35

Conference 0 150 0

Storage 0 120 0


Circulation 30%


OTHER/LARGE SUPPORT




Tax AdvocateTitle Current Growth Workspace Sq. Ft. Total

POSITION SPACE







SUPPORT

Mail Area 0 64 0


Files 3 5 15


Circulation 30%


OTHER/LARGE SUPPORT




Criminal InvestigationsTitle Current Growth Workspace Sq. Ft. Total

POSITION SPACE






SUPPORT

property room 1 120 120

Mail 0 100 0


Files 26 5 130

Print/Fax 1 20 20


Circulation 30%


OTHER/LARGE SUPPORT




Field AuditTitle Current Growth Workspace Sq. Ft. Total

POSITION SPACE






SUPPORT

storage 1 150 150

Mail 1 100 100


Files 34 5 170

Print/Fax 1 20 20

Copy Room 1 100 100


Circulation 30%


OTHER/LARGE SUPPORT




Conference and Appeals BranchTitle Current Growth Workspace Sq. Ft. Total

POSITION SPACE






SUPPORT

storage 1 150 150

Mail 1 100 100


Files 74 5 370

Print/Fax 5 20 100

Copy Area 2 80 160


Circulation 30%


OTHER/LARGE SUPPORT




GENERAL SUPPORTTitle Qty Workspace Sq. Ft. Total

SUPPORT AREA

Lobby 1 Open 750 750

Server/MTC Closet 1 Closed 400 400

Multi-Purpose Room/Training 1 Closed 1200 1,200

Break Rooms 8 Semi-Open 120 960

Computer Training 1 Closed 1200 1,200

Reach Learning Center 1 Closed 600 600

IDF Closets 8 Closed 100 800

Loading Dock 1 Closed 400 400

0 Closed 0 0

0 Secure 0 0

0 Closed 0 0

0 Closed 0 0

0 Closed 0 0

0 Semi-Open 0 0

0 Closed 0 0

0 Open 0 0

0 Closed 0 0

Support Subtotal 6,310Circulation x25%

GRAND TOTAL (NET SQ. FT.) 8411

VOLUME 2,

SECTION 5.0: ESTIMATES



Option Building Type Useage Location Amount $/S.F.

Option #1

12 - Story Building Taxation & Health and Agriculture New Warren Street 89,901,900$ 299.67$

Option #2

7 - Story Building Taxation New Warren Street 56,542,100$ 323.10$

4 - Story Building Health & Agriculture New Warren Street 33,357,500 266.86

89,899,600$ 299.67$

Option #3

7 - Story Building Taxation New Warren Street 56,542,100$ 323.10$

5 - Story Building Health & Agriculture North Willow Street 33,253,400 248.16

89,795,500$ 290.60$

Option #4

Existing Health Laboratory Demolition 4,551,140$ 49.56$

Existing Administration Bldg Renovation 27,345,949 177.57

Existing Taxation Bldg Renovation 56,047,680 215.57

87,944,769$ 173.86$

NJEDA — New Taxation & Health and Agriculture BuildingsTrenton, New Jersey

April 10, 2015

Summary — ExecutiveOMB Estimate

Page 1 of 93

Option #1

12 - Story Building 7 - Story Building 4 - Story Building 7 - Story Building 5 - Story Building

Taxation & Health and Agriculture Taxation Health & Agriculture Taxation Health & Agriculture Health Lab Demo Administration Building Taxation Building Reno Total - Option #4

New Warren Street New Warren Street New Warren Street New Warren Street North Willow Street Demolition Renovation RenovationCode Description Amount Amount Amount Amount Amount Amount Amount Amount Amount Amount

005 TEMPORARY REQUIREMENTS 1,574,200$ 1,174,800$ 598,900$ 1,773,700$ 1,174,800$ 594,600$ 1,769,400$ 301,400$ 1,810,990$ 5,389,200$ 7,501,590$

009 DEMOLITION 2,458,300 2,458,300 - 2,458,300 2,458,300 - 2,458,300 2,639,000 2,576,000 2,203,500 7,418,500

010 SITEWORK 2,632,300 2,632,300 841,700 3,474,000 2,632,300 650,000 3,282,300 - - - -

020 FOUNDATIONS 3,675,000 2,909,200 2,010,200 4,919,400 2,909,200 1,130,900 4,040,100 - - - -

030 SUPERSTRUCTURE 12,727,100 7,049,500 4,248,500 11,298,000 7,049,500 4,959,500 12,009,000 - - 751,600 751,600

040 EXTERIOR CLOSURE 10,757,500 6,451,600 3,601,700 10,053,300 6,451,600 3,567,300 10,018,900 - 1,241,000 1,069,300 2,310,300

050 ROOFING 342,900 342,900 413,300 756,200 342,900 368,800 711,700 - 527,500 - 527,500

060 INTERIOR CLOSURE 1,189,900 737,000 465,200 1,202,200 737,000 555,800 1,292,800 - 1,893,800 8,653,100 10,546,900

061 INTERIOR FINISHES 368,500 252,500 182,900 435,400 252,500 209,700 462,200 - - - -

062 INTERIOR SPECIALTIES 192,600 112,400 64,300 176,700 112,400 80,300 192,700 - - - -

070 VERT. TRANSPORTATION 1,460,000 1,160,000 280,000 1,440,000 1,160,000 480,000 1,640,000 - - 1,750,000 1,750,000

080 PLUMBING 2,850,000 1,662,500 962,500 2,625,000 1,662,500 1,062,500 2,725,000 50,000 1,594,700 990,100 2,634,800

081 H.V.A.C. & CONTROLS 7,709,800 4,332,300 2,823,300 7,155,600 4,332,300 2,140,300 6,472,600 200,000 7,630,900 11,697,000 19,527,900

082 FIRE PROTECTION 1,125,700 678,200 447,200 1,125,400 678,200 480,700 1,158,900 25,000 146,000 1,752,300 1,923,300

090 ELECTRICAL 2,890,400 1,792,300 1,236,000 3,028,300 1,792,300 1,341,100 3,133,400 100,000 2,500,000 7,061,100 9,661,100

111 EQUIPMENT - BUILDING 65,800 65,800 17,000 82,800 65,800 17,000 82,800 - - - -

112 FURNISHINGS - - - - - - - - - - -

113 TI - TENANT IMPROVEMENTS - (FIT-OUT) 19,822,300 11,511,800 8,332,200 19,844,000 11,511,800 8,838,000 20,349,800 - Included Above Included Above Included Above

Subtotal 71,842,300$ 45,323,400$ 26,524,900$ 71,848,300$ 45,323,400$ 26,476,500$ 71,799,900$ 3,315,400$ 19,920,890$ 41,317,200$ 64,553,490$

201 / 85400 DESIGN DEVELOPMENT CONTINGENCY 4,603,000 2,836,500 1,759,200 4,595,700 2,836,500 1,718,800 4,555,300 - - - -

Subtotal 76,445,300$ 48,159,900$ 28,284,100$ 76,444,000$ 48,159,900$ 28,195,300$ 76,355,200$ 3,315,400$ 19,920,890$ 41,317,200$ 64,553,490$

202 / 86100 ESCALATION 4,439,300 2,741,900 1,696,900 4,438,800 2,741,900 1,691,700 4,433,600 482,240 2,897,584 5,748,480 9,128,304

Subtotal 80,884,600$ 50,901,800$ 29,981,000$ 80,882,800$ 50,901,800$ 29,887,000$ 80,788,800$ 3,797,640$ 22,818,474$ 47,065,680$ 73,681,794$

203 / 85000 CONSTRUCTION CONTINGENCY 2,745,100 1,695,500 1,049,200 2,744,700 1,695,500 1,046,400 2,741,900 301,400 1,810,990 3,592,800 5,705,190

Subtotal 83,629,700$ 52,597,300$ 31,030,200$ 83,627,500$ 52,597,300$ 30,933,400$ 83,530,700$ 4,099,040$ 24,629,464$ 50,658,480$ 79,386,984$

005 / 01153 PAYMENT AND PERFORMANCE BONDS 2.00% - - - - - - - - - - -

Subtotal 83,629,700$ 52,597,300$ 31,030,200$ 83,627,500$ 52,597,300$ 30,933,400$ 83,530,700$ 4,099,040$ 24,629,464$ 50,658,480$ 79,386,984$

000 / 00000 GC's, CM Fee & INSURANCES - PL & GL 7.50% 6,272,200 3,944,800 2,327,300 6,272,100 3,944,800 2,320,000 6,264,800 452,100 2,716,485 5,389,200 8,557,785

Total 89,901,900$ 56,542,100$ 33,357,500$ 89,899,600$ 56,542,100$ 33,253,400$ 89,795,500$ 4,551,140$ 27,345,949$ 56,047,680$ 87,944,769$

Floor Plate - Sf 25,000 25,000 31,250 25,000 26,800 51,800

Number of Stories 12 7 4 7 5

Project Square Footage 300,000 175,000 125,000 300,000 175,000 134,000 309,000 91,825 154,000 260,000 505,825

Cost per SF 299.67$ 323.10$ 266.86$ 299.67$ 323.10$ 248.16$ 290.60$ 49.56$ 177.57$ 215.57$ 173.86$

Total - Option #3

Option #2

(Lammey & Giorgio Study)


April 10, 2015

Summary — Overall per OptionOMB Estimate

Option #4

Total - Option #2

Option #3

Page 2 of 93

Code Description Amount $/S.F. % of Total Amount $/S.F. % of Total Amount $/S.F. % of Total Amount $/S.F. % of Total

005 TEMPORARY REQUIREMENTS 1,574,200$ 5.25$ 1.75% 1,174,800$ 6.71$ 2.08% 598,900$ 4.79$ 1.80% 594,600$ 4.44$ 1.79%

009 DEMOLITION 2,458,300 8.19 2.73% 2,458,300 14.05 4.35% - - 0.00% - - 0.00%

010 SITEWORK 2,632,300 8.77 2.93% 2,632,300 15.04 4.66% 841,700 6.73 2.52% 650,000 4.85 1.95%

020 FOUNDATIONS 3,675,000 12.25 4.09% 2,909,200 16.62 5.15% 2,010,200 16.08 6.03% 1,130,900 8.44 3.40%

030 SUPERSTRUCTURE 12,727,100 42.42 14.16% 7,049,500 40.28 12.47% 4,248,500 33.99 12.74% 4,959,500 37.01 14.91%

040 EXTERIOR CLOSURE 10,757,500 35.86 11.97% 6,451,600 36.87 11.41% 3,601,700 28.81 10.80% 3,567,300 26.62 10.73%

050 ROOFING 342,900 1.14 0.38% 342,900 1.96 0.61% 413,300 3.31 1.24% 368,800 2.75 1.11%

060 INTERIOR CLOSURE 1,189,900 3.97 1.32% 737,000 4.21 1.30% 465,200 3.72 1.39% 555,800 4.15 1.67%

061 INTERIOR FINISHES 368,500 1.23 0.41% 252,500 1.44 0.45% 182,900 1.46 0.55% 209,700 1.56 0.63%

062 INTERIOR SPECIALTIES 192,600 0.64 0.21% 112,400 0.64 0.20% 64,300 0.51 0.19% 80,300 0.60 0.24%

070 VERT. TRANSPORTATION 1,460,000 4.87 1.62% 1,160,000 6.63 2.05% 280,000 2.24 0.84% 480,000 3.58 1.44%

080 PLUMBING 2,850,000 9.50 3.17% 1,662,500 9.50 2.94% 962,500 7.70 2.89% 1,062,500 7.93 3.20%

081 H.V.A.C. & CONTROLS 7,709,800 25.70 8.58% 4,332,300 24.76 7.66% 2,823,300 22.59 8.46% 2,140,300 15.97 6.44%

082 FIRE PROTECTION 1,125,700 3.75 1.25% 678,200 3.88 1.20% 447,200 3.58 1.34% 480,700 3.59 1.45%

090 ELECTRICAL 2,890,400 9.63 3.22% 1,792,300 10.24 3.17% 1,236,000 9.89 3.71% 1,341,100 10.01 4.03%

111 EQUIPMENT - BUILDING 65,800 0.22 0.07% 65,800 0.38 0.12% 17,000 0.14 0.05% 17,000 0.13 0.05%

112 FURNISHINGS - - 0.00% - - 0.00% - - 0.00% - - 0.00%

113 TI - TENANT IMPROVEMENTS - (FIT-OUT) 19,822,300 66.07 22.05% 11,511,800 65.78 20.36% 8,332,200 66.66 24.98% 8,838,000 65.96 26.58%

Subtotal 71,842,300$ 239.47$ 79.91% 45,323,400$ 258.99$ 80.16% 26,524,900$ 212.20$ 79.52% 26,476,500$ 197.59$ 79.62%

201 / 85400 DESIGN DEVELOPMENT CONTINGENCY 4,603,000 15.34 5.12% 2,836,500 16.21 5.02% 1,759,200 14.07 5.27% 1,718,800 12.83 5.17%

Subtotal 76,445,300$ 254.82$ 85.03% 48,159,900$ 275.20$ 85.18% 28,284,100$ 226.27$ 84.79% 28,195,300$ 210.41$ 84.79%

202 / 86100 ESCALATION 4,439,300 14.80 4.94% 2,741,900 15.67 4.85% 1,696,900 13.58 5.09% 1,691,700 12.62 5.09%

Subtotal 80,884,600$ 269.62$ 89.97% 50,901,800$ 290.87$ 90.02% 29,981,000$ 239.85$ 89.88% 29,887,000$ 223.04$ 89.88%

203 / 85000 CONSTRUCTION CONTINGENCY 2,745,100 9.15 3.05% 1,695,500 9.69 3.00% 1,049,200 8.39 3.15% 1,046,400 7.81 3.15%

Subtotal 83,629,700$ 278.77$ 93.02% 52,597,300$ 300.56$ 93.02% 31,030,200$ 248.24$ 93.02% 30,933,400$ 230.85$ 93.02%

005 / 01153 PAYMENT AND PERFORMANCE BONDS 0.00% - - 0.00% - - 0.00% - - 0.00% - - 0.00%

Subtotal 83,629,700$ 278.77$ 93.02% 52,597,300$ 300.56$ 93.02% 31,030,200$ 248.24$ 93.02% 30,933,400$ 230.85$ 93.02%

000 / 00000 GC's, CM Fee & INSURANCES - PL & GL 8.50% 6,272,200 20.91 6.98% 3,944,800 22.54 6.98% 2,327,300 18.62 6.98% 2,320,000 17.31 6.98%

Total 89,901,900$ 299.67$ 100.00% 56,542,100$ 323.10$ 100.00% 33,357,500$ 266.86$ 100.00% 33,253,400$ 248.16$ 100.00%

Floor Plate - Sf 25,000 SF / Floor 25,000 SF / Floor 31,250 SF / Floor 26,800 SF / Floor

Number of Stories 12 Floors 7 Floors 4 Floors 5 Floors

Project Square Footage 300,000 Total SF 175,000 Total SF 125,000 Total SF 134,000 Total SF

Cost per SF 299.67$ 323.10$ 266.86$ 248.16$


April 10, 2015

Summary — Overall per BuildingOMB Estimate

12 - Story Building 5 - Story Building

Health & Agriculture

North Willow Street

4 - Story Building

Taxation & Health and Agriculture

New Warren Street

7 - Story Building

Taxation

New Warren Street

Health & Agriculture

New Warren Street

Page 3 of 93

Code Description Amount $/S.F. % of Total

005 TEMPORARY REQUIREMENTS 1,574,200$ 5.25$ 1.75%

009 DEMOLITION 2,458,300 8.19 2.73%

010 SITEWORK 2,632,300 8.77 2.93%

020 FOUNDATIONS 3,675,000 12.25 4.09%

030 SUPERSTRUCTURE 12,727,100 42.42 14.16%

040 EXTERIOR CLOSURE 10,757,500 35.86 11.97%

050 ROOFING 342,900 1.14 0.38%

060 INTERIOR CLOSURE 1,189,900 3.97 1.32%

061 INTERIOR FINISHES 368,500 1.23 0.41%

062 INTERIOR SPECIALTIES 192,600 0.64 0.21%

070 VERT. TRANSPORTATION 1,460,000 4.87 1.62%

080 PLUMBING 2,850,000 9.50 3.17%

081 H.V.A.C. & CONTROLS 7,709,800 25.70 8.58%

082 FIRE PROTECTION 1,125,700 3.75 1.25%

090 ELECTRICAL 2,890,400 9.63 3.22%

111 EQUIPMENT - BUILDING 65,800 0.22 0.07%

112 FURNISHINGS - - 0.00%

113 TI - TENANT IMPROVEMENTS - (FIT-OUT) 19,822,300 66.07 22.05%

Subtotal 71,842,300$ 239.47$ 79.91%

201 / 85400 DESIGN DEVELOPMENT CONTINGENCY 6.41% 4,603,000 15.34 5.12%

Subtotal 76,445,300$ 254.82$ 85.03%

202 / 86100 ESCALATION 5.81% 4,439,300 14.80 4.94%

Subtotal 80,884,600$ 269.62$ 89.97%

203 / 85000 CONSTRUCTION CONTINGENCY 3.39% 2,745,100 9.15 3.05%

Subtotal 83,629,700$ 278.77$ 93.02%

005 / 01153 PAYMENT AND PERFORMANCE BONDS 0.00% - - 0.00%

Subtotal 83,629,700$ 278.77$ 93.02%

000 / 00000 GC's, CM Fee & INSURANCES - PL & GL 7.50% 6,272,200 20.91 6.98%

Total 89,901,900$ 299.67$ 100.00%

Project Square Footage 300,000 sf

OMB Estimate


April 10, 2015

Summary — 12-Story Office Building

Page 4 of 93

Code Description AmountSubtotal Trade

CostsTotal Amount

Percent Amount Percent Amount Percent Amount

005 TEMPORARY REQUIREMENTS 1,574,200$ 5.00% 78,700$ 6.00% 99,200$ 1,752,100$ 3.50% 61,300$ 1,813,400$

009 DEMOLITION 2,458,300 0.00% - 0.00% - 2,458,300 0.00% - 2,458,300

010 SITEWORK 2,632,300 5.00% 131,600 6.00% 165,800 2,929,700 3.50% 102,500 3,032,200

020 FOUNDATIONS 3,675,000 10.00% 367,500 6.00% 242,600 4,285,100 3.50% 150,000 4,435,100

030 SUPERSTRUCTURE 12,727,100 7.50% 954,500 6.00% 820,900 14,502,500 3.50% 507,600 15,010,100

040 EXTERIOR CLOSURE 10,757,500 7.50% 806,800 6.00% 693,900 12,258,200 3.50% 429,000 12,687,200

050 ROOFING 342,900 5.00% 17,100 6.00% 21,600 381,600 3.50% 13,400 395,000

060 INTERIOR CLOSURE 1,189,900 5.00% 59,500 6.00% 75,000 1,324,400 3.50% 46,400 1,370,800

061 INTERIOR FINISHES 368,500 5.00% 18,400 6.00% 23,200 410,100 3.50% 14,400 424,500

062 INTERIOR SPECIALTIES 192,600 5.00% 9,600 6.00% 12,100 214,300 3.50% 7,500 221,800

070 VERT. TRANSPORTATION 1,460,000 5.00% 73,000 6.00% 92,000 1,625,000 3.50% 56,900 1,681,900

080 PLUMBING 2,850,000 7.50% 213,800 6.00% 183,800 3,247,600 3.50% 113,700 3,361,300

081 H.V.A.C. & CONTROLS 7,709,800 7.50% 578,200 6.00% 497,300 8,785,300 3.50% 307,500 9,092,800

082 FIRE PROTECTION 1,125,700 7.50% 84,400 6.00% 72,600 1,282,700 3.50% 44,900 1,327,600

090 ELECTRICAL 2,890,400 7.50% 216,800 6.00% 186,400 3,293,600 3.50% 115,300 3,408,900

111 EQUIPMENT - BUILDING 65,800 3.00% 2,000 6.00% 4,100 71,900 3.50% 2,500 74,400

112 FURNISHINGS - 3.00% - 6.00% - - 3.50% - -

113 TI - TENANT IMPROVEMENTS - (FIT-OUT) 19,822,300 5.00% 991,100 6.00% 1,248,800 22,062,200 3.50% 772,200 22,834,400

0.00% - 6.00% - - 3.50% - -

Subtotal 71,842,300$ 6.41% 4,603,000$ 5.81% 4,439,300$ 80,884,600$ 3.39% 2,745,100$ 83,629,700$


April 10, 2015

OMB EstimateAllocation Worksheet — 12-Story Office Building

� Torcon Escalation Adjustment – This escalation percentage is the amount that Torcon believes is required to adjust for escalation costs due to the duration of the project.

� Torcon Construction Contingency – This percentage is the reserve amount that Torcon believes is required to assure that all original scope issues are covered after the award of trade contracts. This contingency is not for Owner Scope Changes.

Torcon Escalation Adjustment

Torcon Design Development Contingency

Torcon Construction Contingency

� Torcon Design Development Contingency – This percentage is the reserve amount that Torcon believes is required to cover design discrepancies based on the current level and completeness of the documents.

Page 5 of 93

Code Description Quantity Unit Price Amount

005 TEMPORARY REQUIREMENTS 300,000 sf

Construction Personnel Consumables Lump Sum In GC's

Trailer Complex and Related ConsumablesComputer Services (Licenses) - Textura - Setup 1 Setup 5,000.00 5,000 Computer Services (Licenses) - Textura 24 Months 780.00 18,720 Project Management Offices 24 Months 2,500.00 60,000 Construction Mgr's Telephone 24 Months 750.00 18,000 Cell Phone System 24 Months 750.00 18,000 Internet Access - Service 24 Months 650.00 15,600 Internet Access - Equipment Lump Sum 15,000 Office Supplies 24 Months 350.00 8,400 Eng. Equipment & Supplies 24 Months 150.00 3,600 Postage 24 Months 650.00 15,600 Petty Cash - Misc. Items 104 Weeks 150.00 15,600 Progress Photographs - Camera / Service Lump Sum 500 CPM Schedules & Charts Lump Sum IncludedOffice Equipment Lump Sum 25,000 Safety Program Lump Sum 7,500 Project Signs 1 Each 2,500.00 2,500

Drawings and DocumentsDrawing Reproduction Lump Sum 12,500 As Built Drawings - CAD Files 1 Set 2,500.00 2,500

Permits, Insurances, Bonds and FeesBuilding Permits Lump Sum By OwnerInsurances - WC, GL, PL, PD, CO, OP Lump Sum SeparateBuilder's All Risk Insurance Lump Sum By OwnerPerformance & Payment Bonds Lump Sum Separate

Building Clean-upGeneral Cleanup (1) - Men / Week 4,200 Mhrs 65.00 273,000 Rubbish Removal 96 Loads 850.00 81,600 Rubbish Chute 1 Each 30,000.00 30,000 Final Cleanup 300,000 Sf 0.08 24,000 Daily Cleanup 300,000 Sf In Trades

Temporary Requirements - General ItemsTemporary Toilets 24 Months 500.00 12,000 Hand Wash Stations 24 Months 350.00 8,400 Temp. Fencing 2,000 Lf 15.00 30,000 Temp. Fencing - Gates 2 ea 5,000.00 10,000 Temp. OSHA Protection 9,000 Lf 7.50 67,500 Winter Conditions 2 Seasons 15,000.00 30,000 Snow Removal 2 Seasons 5,000.00 10,000 Site Security Lump Sum By OwnerFire Extinguishers 72 Each 150.00 10,800 Layout / Survey Lump Sum 25,000

Temporary Consumptions and ServicesTemp Water Consumption Lump Sum By OwnerTemp Water Service Lump Sum 10,000

NJEDA — New Taxation & Health and Agriculture Buildings

Detailed Back-Up — 12-Story Office BuildingOMB Estimate

Trenton, New Jersey April 10, 2015

Page 6 of 93





005 TEMPORARY REQUIREMENTS - (CONT'D)

Temp Electric Consumption Lump Sum By OwnerTemp. Electrical Service Lump Sum 50,000

Temporary Heat and EnclosuresAllowance for Temp. Heat Lump Sum 200,000

Hoisting and Heavy EquipmentHoisting Twr & Machine Personnel Hoists Lump Sum 250,000 Hoisting Engineer Lump Sum Not RequiredHoisting Elevator Operator 2,078 mhrs 100.00 207,840 Heavy Equipment Rental Tower Crane Lump Sum Not RequiredLead Engineer Lump Sum Not RequiredMaintenance Foreman Lump Sum Not RequiredTeamster Shop Steward Lump Sum Not Required

Testing and Inspections Lump Sum By Owner

PREMIUM TIME Lump Sum Not Required

005 TEMPORARY REQUIREMENTS TOTAL System Cost - $ 5.25 /sf $1,574,160

009 DEMOLITION 300,000 sf

DEMOLITION BUILDINGExisting Building Demolition - Health Lab 91,825 sf 10.00 918,250 Existing Building Demolition - Admin Building 154,000 sf 10.00 1,540,000

ASBESTOS REMOVAL Lump Sum ExcludedASBESTOS MONITORING Lump Sum ExcludedMOLD ABATEMENT Lump Sum Excluded

009 DEMOLITION TOTAL System Cost - $ 8.19 /sf $2,458,250

010 SITEWORK 300,000 sf

UNDERGROUND TANK REMOVAL Lump Sum Excluded

CONTAMINATED SOIL REMOVAL Lump Sum Excluded

SITE PREPARATIONUnderground Survey Lump Sum 25,000

Total Site Disturbance 180,000 sf 0.50 90,000

Remove Existing Utility Work Lump Sum 35,000 Remove/Abandon Utilities Lump Sum 25,000 Protect Existing Utilities to Remain Lump Sum 25,000

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010 SITEWORK - (CONT'D)

EROSION CONTROLConstruction Entrance 1 ea 5,000.00 5,000 Hay bales / Silt Fence 2,000 lf 5.00 10,000 Inlet Filter Protection 30 ea 250.00 7,500 Inlet Filter Protections @ Existing 30 ea 35.00 1,050 Maintenance of Soil Erosion Controls - (SEC) Lump Sum 10,000 Temporary Seed / Mulch 41,000 sf 0.10 4,100 Wheel Wash Station 1 ea 10,000.00 10,000

EARTHWORK - SiteSite Grading 180,000 sf = Total Disturbance

Mass Site Cut to Fill 5,000 cy 15.00 75,000 Buy, Place and Compact Select Fill - Building Area 1,852 cy 25.00 46,296 Rock Excavation or Grouting of Sink Holes Lump Sum Excluded

Rough Grade & Compact SubgradeBuilding Area 25,000 sf 0.45 11,250 Paved Areas

Asphalt Pavement 86,000 sf 0.20 17,200 Concrete Pavement 3,000 sf 0.20 600 Concrete Sidewalk 25,000 sf 0.20 5,000

Landscaped Areas 41,000 sf 0.10 4,100

Proofroll SubgradeBuilding Area 25,000 sf 0.65 16,250 Paved Areas

Asphalt Pavement 86,000 sf 0.35 30,100 Concrete Pavement 3,000 sf 0.35 1,050 Concrete Sidewalk 25,000 sf 0.35 8,750

Layout / Engineering Lump Sum 20,000

Gas Service for Temporary Buildings By PSE&G / NJNG

WATER DISTRIBUTIONNew Domestic & Fire Water Service

Piping 500 lf 125.00 62,500 Specials 20 ea 750.00 15,000 Roadway Restorations Lump Sum 10,000

SEWERAGE & DRAINAGERelocate Existing Underground Utilities Lump Sum 25,000 Storm Sewers

Piping 1,500 lf 50.00 75,000 Structures 15 ea 2,000.00 30,000

Special ConditionsDetention Basin Lump Sum Not Required

Sanitary SewerPiping 200 lf 45.00 9,000 Structures 3 ea 2,000.00 6,000

Page 8 of 93






PAVINGAsphalt Pavement

Asphalt Concrete Pavement 9,556 sy 22.00 210,222 Concrete Pavement

Concrete Pavement 3,000 sf 10.00 30,000

PAVEMENT MARKINGS & PARKING SIGNAGEPavement Markings

Misc. Markings / Site Traffic Signs Lump Sum 3,500

CURBS & WALKSCurbing 5,000 lf 15.00 75,000 Concrete Sidewalks 25,000 sf 5.50 137,500 Concrete Steps 100 ea 300.00 30,000

SITE IMPROVEMENTSExterior Furnishings

Exterior Furnishings 5 ea 750.00 3,750 Exterior Planters 10 ea 3,000.00 30,000 Bike Rack 4 ea 1,500.00 6,000 6" Dia. Bollards 25 ea 650.00 16,250

Rework of Underground Tunnel - Allowance Lump Sum 1,000,000

IRRIGATION SYSTEMIrrigation System - Complete Lump Sum 25,000

FENCINGOrnamental Fence 2,000 lf - Not RequiredOrnamental Fence - Gates 5 ea - Not Required

LANDSCAPINGFinish Grading & Seeding 41,000 sf 0.35 14,350 Plant List Lump Sum 100,000

CIP CONCRETE - SiteworkConcrete Seat Wall 100 lf 350.00 35,000

IDENTIFYING DEVICES - Site SignageMain Entrance Sign Lump Sum By Owner

SITE ELECTRICAL Lump Sum 200,000

010 SITEWORK TOTAL System Cost - $ 8.77 /sf $2,632,318

020 FOUNDATIONS 300,000 sf

SHEETING Lump Sum Not Required

Page 9 of 93





020 FOUNDATIONS - (CONT'D)

DEWATERING - Building FoundationWell Point System - for Use During Construction Lump Sum 250,000

UNDERPINNING Lump Sum Not Required

EARTHWORK - Building ExcavationBuilding Trench Excavation

Trench excavation to Stockpile / Spoil Off-site 2,715 cy 20.00 54,293 Back-fill with Select / Stockpile Material 2,036 cy 25.00 50,900 Spoil Excess Material 679 cy 15.00 10,180 Porous Fill at Slab on Grade - 6" 463 cy 35.00 16,204 Miscellaneous Rain-water Pumping Lump Sum 7,500

SOIL TREATMENT - Vermin & Pest Control Lump Sum 5,000

SPECIAL FOUNDATIONS - FoundationsDeep Foundations Allowance Lump Sum 2,500,000

CIP CONCRETE - FoundationPile Caps - Interior

Concrete $ 554.78 /cy 107 cy 175.00 18,667 Side Forms 1,440 sf 12.00 17,280 Fine Grade 960 sf 0.50 480 Float Finish 960 sf 0.65 624 Set Anchor Bolts 60 ea 50.00 3,000 Grout Base Plates 15 ea 75.00 1,125 Rebar 150 lbs/cy 8 tons 2,250.00 18,000

Pile Caps - ExteriorConcrete $ 654.68 /cy 107 cy 175.00 18,667 Side Forms 1,920 sf 12.00 23,040 Fine Grade 1,152 sf 0.50 576 Float Finish 1,152 sf 0.65 749 Set Anchor Bolts 128 ea 50.00 6,400 Grout Base Plates 32 ea 75.00 2,400 Rebar 150 lbs/cy 8 tons 2,250.00 18,000

Grade BeamsConcrete $ 512.05 /cy 465 cy 175.00 81,433 Side Forms 8,376 sf 8.00 67,008 Fine Grade 4,188 sf 0.45 1,885 Float Finish 4,188 sf 0.75 3,141 Keyway 1,396 lf 4.50 6,282 Rebar 150 lbs/cy 35 tons 2,250.00 78,525

Foundation WallsConcrete $ 1148.91 /cy 97 cy 175.00 16,917 Sideforms 4,500 sf 12.00 54,000 Remove Snap ties & Patch 4,500 sf 1.25 5,625 Finish Top 870 sf 2.50 2,175 Waterstop 750 lf 5.00 3,750 Box out / Shelf 750 lf 9.50 7,125

Page 10 of 93






Rigid Insulation - 3' 2,250 sf 3.50 7,875 Rebar 125 lbs/cy 6 tons 2,250.00 13,594

Slab - on - Grade - 5"Concrete $ 387.68 /cy 463 cy 165.00 76,389 Trowel Finish $ 7.18 /sf 25,000 sf 0.75 18,750 Wire Mesh 27,500 sf 0.75 20,625 Vapor Barrier 27,500 sf 0.65 17,875 Cure & Protect 25,000 sf 0.25 6,250 Screed 25,000 sf 0.75 18,750 Construction Joint Forms 1,667 lf 7.50 12,500 Add. Conc. @ Haunches 28 cy 165.00 4,583 Rebar @ Construction Joints 1.67 tons 2,250.00 3,758

Miscellaneous Concrete ItemsConcrete Waste (2.5%) 32 cy 125.00 3,956 Layout $ 48.24 /cy 1,266 cy 2.50 3,165 Small Tools & Accessories 1,266 cy 5.50 6,963 Pump Mix & Additives 1,266 cy 7.50 9,496 Crane/Pump Rental /Gas & Oil 5.0 wks 7,500.00 37,500 Elevator Pits 4 ea 7,500.00 30,000 Equipment Pads & Curbs Lump Sum 5,000

METAL FABRICATIONS - FoundationsMiscellaneous Metal Items 25,000 sf 0.75 18,750 Elevator Pit Ladders 2 ea 750.00 1,500

WATERPROOFING & DAMPPROOFING - FoundationElevator Pit Waterproofing Slab & Walls 896 sf 7.50 6,720

Basement Utility Area 5,000 sf - Not Required

020 FOUNDATIONS TOTAL System Cost - $ 12.25 /sf $3,674,950

030 SUPERSTRUCTURE 300,000 sf

STRUCTURAL STEEL 16.72 lbs/sfStructural Steel Framing - B/G/C - Floor - 15 lbs/sf 2,062.5 tons 3,500.00 7,218,750 Structural Steel Framing - B/G/C - Roof - 10 lbs/sf 125.0 tons 3,500.00 437,500 Perimeter Spandrel / Relieving Angles / Kickers 67.5 tons 3,500.00 236,250 Equipment Dunnage 25.0 tons 3,500.00 87,500 Bracing and Connections 228.0 tons 3,500.00 798,000

2,508.0 tonsMETAL DECKING

Metal Deck 275,000 sf 3.00 825,000 Studs 27,500 ea 2.95 81,125 Roof Deck 25,000 sf 2.95 73,750 Studs - ea 2.95 -

Page 11 of 93





030 SUPERSTRUCTURE - (CONT'D)

CIP CONCRETE - SuperstructureSlab on Metal Floor Deck $ 342.85 /cy

Concrete Fill on Floor Deck- 3.5" LWTConcrete $ 308.27 /cy 5,729 cy 185.00 1,059,896 Trowel Finish $ 6.42 /sf 275,000 sf 0.75 206,250 Cure & Protect 275,000 sf 0.35 96,250 Wire Mesh 302,500 sf 0.65 196,625 Screed 275,000 sf 0.55 151,250 Construction Joint Forms 18,333 lf 2.50 45,833 Rebar 4 tons 2,500.00 10,000

Misc. Concrete Items $ 34.58 /cyConcrete Waste (2.5%) 143 cy 135.00 19,336 Layout 5,729 cy 2.50 14,323 Small Tools & Accessories 5,729 cy 5.50 31,510 Pump Mix & Additives 5,729 cy 7.50 42,969 Crane/Pump Rental 11 wks 7,500.00 82,500 Gas, Oil for Service Crane 11 wks - In AboveEquipment Pads & Curbs Lump Sum 7,500

MISCELLANEOUS SUPERSTRUCTURE ITEMS:METAL FABRICATIONS - Superstructure

Miscellaneous Metals 300,000 sf 0.35 105,000 METAL STAIRS

Stairs - Complete 22 flights 7,500.00 165,000 FIRE STOPPING - Building Perimeter 9,000 lf 15.00 135,000

SPRAY FIREPROOFING - BEAM / GIRDERS AND COLUMNS 300,000 sf 2.00 600,000

030 SUPERSTRUCTURE TOTAL System Cost - $ 42.42 /sf $12,727,117

040 EXTERIOR CLOSURE 300,000 sf

EXTERIOR FAÇADE - FLAT AREA $ 82.99 /sf90% / 10% SPLIT - Curtain Wall & Metal Panel 42,135 sf60% / 40% SPLIT - Curtain Wall & Metal Panel 77,115 sf

EXTERIOR FAÇADE - FLAT AREA - Total 119,250 sf

MASONRY - Exterior Façade Lump Sum Not UsedSTONE WORK - Exterior Façade Lump Sum Not UsedMETAL WINDOWS Lump Sum Not Used

CURTAIN WALLExterior Curtain Wall System 68,768 sf 100.00 6,876,750

METAL ROOF & WALL PANELS - Exterior FaçadeMetal Wall Panels 50,483 sf 42.00 2,120,265 Miscellaneous Eyebrows / Sun Shades / Returns - Major 6 Floors 150,000.00 900,000 Miscellaneous Eyebrows / Sun Shades / Returns 6 Floors 50,000.00 300,000

METAL FABRICATIONS - Exterior Façade 300,000 sf 0.50 150,000

Page 12 of 93





040 EXTERIOR CLOSURE - (CONT'D)

JOINT SEALANTS - Exterior 119,250 sf 0.75 89,438

GYPSUM WALLBOARD - Exterior FaçadeInterior Face of Exterior Wall 63,000 sf 3.00 189,000

GROUND LEVEL - OPENINGSMETAL DOORS & FRAMES - Exterior

Exterior HM Doors - Single 4 ea 1,500.00 6,000

OVERHEAD & COILING DOORS - ExteriorOverhead Coiling Door at Loading Dock 1 ea 7,500.00 7,500

ENTRANCES & STOREFRONTS - ExteriorEntrance Doors @ Vestibules - Double 2 ea 12,500.00 25,000 Entrance Doors - Single 1 ea 8,500.00 8,500

REVOLVING DOORSRevolving Door at Entrance 1 ea 85,000.00 85,000

PAINTING - Exterior Lump Sum Not Required

IDENTIFYING DEVICES - Building Signage Lump Sum By Owner

040 EXTERIOR CLOSURE TOTAL System Cost - $ 35.86 /sf $10,757,453

050 ROOFING 300,000 sf

ROUGH CARPENTRY - Roof BlockingRoof Blocking 750 lf 15.00 11,250 Miscellaneous Blocking, Roof Curbs / Penetrations Lump Sum 5,000

MEMBRANE ROOFINGRoofing System $ 13.72 /sf 25,000 sf 10.00 250,000 Premium for High-rise: Crane / Downtime, Etc. 25,000 sf Not Required

SHEETMETAL FLASHING & ACCESSORIES - RoofingWalkway Pavers 500 sf 7.50 3,750

Sheet MetalParapet Cap 750 lf 25.00 18,750 Membrane Flashings 1,500 sf 15.00 22,500 Pitch Pockets 20 ea 120.00 2,400 Base/Counter Flashing 750 lf 12.00 9,000 Flashing @ Penetrations Lump Sum 7,500 Flashing @ Roof Drains Lump Sum 7,500 Expansion Control 70 lf 75.00 5,250

050 ROOFING TOTAL System Cost - $ 1.14 /sf $342,900

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060 INTERIOR CLOSURE 300,000 sf

LOBBY FITOUT 1,700 sfPARTITIONS

GYPSUM WALLBOARD - Interior PartitionsGWB - FH 1,920 sf 7.25 13,920

ENTRANCES & STOREFRONTS - InteriorGlazed Partition @ Vestibules 300 sf 65.00 19,500

DOORS, FRAMES & HARDWAREMETAL DOORS & FRAMES - Interior

Single 1 ea 1,250.00 1,250 Double 2 ea 1,850.00 3,700

ENTRANCES & STOREFRONTS - InteriorAluminum & Glass - Double 2 ea 8,000.00 16,000

CEILINGS 1,700 sfGYPSUM WALLBOARD - Interior Closure

GWB - Ceilings 1,025 sf 12.50 12,813 GWB - Soffits 250 sf 15.00 3,750 GWB - Fascia's 250 sf 15.00 3,750

ACOUSTICAL CEILINGACT - 2x4 - MR - sf 5.00 -

SPECIAL CEILINGSMetal / Wood Ceilings 425 sf 25.00 10,625

OTHERNo Finish - sf - -

Miscellaneous Interior Closure ItemsROUGH CARPENTRY - Interior 1,700 sf

Access Doors 1,700 sf 0.25 425 Rough Blocking Lump Sum 500

BUILDING INSULATION - Interior InsulationPartition Insulation Lump Sum In Partition Costs

FIRE STOPPING - Interior ClosureFire Stop Insulation @ Risers and Misc. Openings 1,700 sf 0.25 425

JOINT SEALANTS - InteriorJoint Sealants 1,700 sf 0.25 425

TYPICAL STAIR & BATHROOM CORE 24,000 sf 12 FloorsPARTITIONS




CEILINGSGYPSUM WALLBOARD - Interior Closure

GWB - Ceilings 7,200 sf 12.50 90,000 GWB - Soffits 1,200 sf 15.00 18,000 GWB - Fascia's 600 sf 15.00 9,000


Access Doors 24,000 sf 0.25 6,000 Rough Blocking Lump Sum 12,000

Page 14 of 93





060 INTERIOR CLOSURE - (CONT'D)


FIRE STOPPING - Interior ClosureFire Stop Insulation @ Risers and Misc. Openings 24,000 sf 0.15 3,600

JOINT SEALANTS - InteriorJoint Sealants 24,000 sf 0.15 3,600

060 INTERIOR CLOSURE TOTAL System Cost - $ 3.97 /sf $1,189,921

061 INTERIOR FINISHES 300,000 sf

LOBBY FITOUT 1,700 sfFLOORING & BASE FINISHES

STONE FLOORINGStone Tile Flooring 1,700 sf 20.00 34,000 Stone Tile Base 190 lf 20.00 3,800

WALL FINISHESSTONE WORK - Interior Finishes

Interior Stonework - 50% 1,140 sf 40.00 45,600 PAINTING & WALL COVERINGS - Interior

Latex Paint - Walls - sf 0.75 - VWC - 50% of Lobby 1,140 sf 4.50 5,130 Latex Paint - Ceilings 1,525 sf 1.00 1,525 Miscellaneous Painting Lump Sum Not Required

TYPICAL STAIR & BATHROOM CORE 24,000 sf 12 FloorsFLOORING & BASE FINISHES

TILEFloor Tile 6,000 sf 8.50 51,000 Wall Base 2,400 lf 8.50 20,400

STONE FLOORINGStone Tile Flooring 960 sf 20.00 19,200 Stone Tile Base 480 lf 20.00 9,600

RESILIENT FLOORINGRubber Flooring @ Stair Towers 5,700 sf 8.50 48,450 Vinyl Base 1,680 lf 1.75 2,940

TRAFFIC COATINGSConcrete Sealers 1,860 sf 1.75 3,255

No Finish 9,480 sfWALL FINISHES

TILEWall Tile - 50% of Walls 10,800 sf 8.50 91,800

PAINTING & WALL COVERINGS - InteriorLatex Paint - Walls 25,920 sf 0.65 16,848 Latex Paint - Ceilings 9,000 sf 1.00 9,000 Miscellaneous Painting Lump Sum 6,000

061 INTERIOR FINISHES TOTAL System Cost - $ 1.23 /sf $368,548

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062 INTERIOR SPECIALTIES 300,000 sf

METAL FABRICATIONS - Interior Specialties 25,700 sf 0.10 2,570

TYPICAL STAIR & BATHROOM CORE 12 FloorsARCHITECTURAL WOODWORK

Toilet Room Counter - PL - 10lf / toilet room 240 lf 150.00 36,000 GLAZING - Interior Specialties

Mirrors @ Toilet Room Counters 960 sf 25.00 24,000 TOILET PARTITIONS

Standard TypeHandicapped Stall 24 ea 750.00 18,000 Standard Stall 72 ea 550.00 39,600 Urinal Screen 12 ea 150.00 1,800

IDENTIFYING DEVICES - Interior SignageBasic Code Required Signage Lump Sum 18,000

FIRE EXTINGUISHERSFire Extinguisher & Cabinets - 3 per Floor 36 ea 200.00 7,200

TOILET ACCESSORIESToilet Accessories

Toilet Paper Dispenser 96 ea 50.00 4,800 Feminine Napkin/Tampon Dispenser 12 ea 100.00 1,200 Feminine Napkin Disposal 60 ea 75.00 4,500 Waste Receptacle 24 ea 75.00 1,800 Paper Towel Dispenser 48 ea 250.00 12,000 Countertop Mounted Soap Dispenser 96 ea 50.00 4,800 36" grab Bar 48 ea 70.00 3,360 48" Grab bar 48 ea 70.00 3,360 Toilet Seat Cover Dispenser 96 ea 75.00 7,200 Hooks 96 ea 25.00 2,400

062 INTERIOR SPECIALTIES TOTAL System Cost - $ 0.64 /sf $192,590

070 VERT. TRANSPORTATION 300,000 sf

TRACTION ELEVATORSHigh Rise - 12-Stop 4 ea 350,000.00 1,400,000 Elevator Cab Allowance 4 ea 15,000.00 60,000

070 VERT. TRANSPORTATION TOTAL System Cost - $ 4.87 /sf $1,460,000

080 PLUMBING 300,000 sf

PLUMBINGPlumbing - Basic Building Systems: Storm / Sanitary / Water 300,000 sf 5.50 1,650,000 Plumbing - Stair & Bathroom Cores - 2,000 sf / floor 24,000 sf In Base Building UP Above

Fixtures - 20 per Floor 240 ea 5,000.00 1,200,000 Plumbing - First Floor Lobby 1,700 sf In Base Building UP AbovePlumbing - Shell Space 274,300 sf In Base Building UP Above

080 PLUMBING TOTAL System Cost - $ 9.5 /sf $2,850,000

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081 H.V.A.C. & CONTROLS 300,000 sf

H.V.A.C. & CONTROLS 300,000 sf 24.50 7,350,000 ON FLOOR AHU'S (CHW COIL / HEATING BY MU AIR & RE-HEAT)ROOOFTOP VENTILATION AHU w/ STEAM COILHIGH TEMP HW & CHILLED WATER FROM VEOLIA DISTRICT LOOPSTEAM HEATING - HEAT EXCHANGERSHEATING HOT WATER - HEAT EXCHANGERS & PUMPSCHILLED WATER COOLING - HEAT EXCHANGERS & PUMPSAIR SIDE - FLOOR SYSTEM VAV w/ HOT WATER RE-HEATSTAIR PRESSURIZATION SYSTEMS

HVAC - Stair & Bathroom Cores - 2,000 sf / floor 24,000 sf 14.00 336,000 HVAC - First Floor Lobby 1,700 sf 14.00 23,800 HVAC - Shell Space 274,300 sf Part of TI Work

081 H.V.A.C. & CONTROLS TOTAL System Cost - $ 25.7 /sf $7,709,800

082 FIRE PROTECTION 300,000 sf

FIRE PROTECTIONSprinkler System - Stair & Bathroom Cores - 2,000 sf / floor 24,000 sf 4.50 108,000 Sprinkler System - First Floor Lobby 1,700 sf 4.50 7,650 Sprinkler System - Shell Space 274,300 sf 3.50 960,050 Fire Pump 1 ea 50,000.00 50,000

082 FIRE PROTECTION TOTAL System Cost - $ 3.75 /sf $1,125,700

090 ELECTRICAL 300,000 sf

LIGHTINGF/O Light Fixture Stair Tower 72 ea 225.00 16,200 F/O Light Fixture Mechanical/Electrical rm 126 ea 185.00 23,310 F/O Light Fixture Toilet rm Down Light 192 ea 225.00 43,200 F/O Light Fixture Linear Toilet rm 576 lf 58.00 33,408 F/O Light Fixture Elevator Lobby Down Light 110 ea 220.00 24,200 F/O Light Fixture Main Corridor Down Light 25 ea 220.00 5,500 F/O Light Fixture Main Entrance 12 ea 225.00 2,700 I/O Light Fixture Stair Tower 72 ea 185.00 13,320 I/O Light Fixture Mechanical/Electrical rm 126 ea 185.00 23,310 I/O Light Fixture Toilet rm Down Light 192 ea 185.00 35,520 I/O Light Fixture Linear Toilet rm 576 lf 45.00 25,920 I/O Light Fixture Elevator Lobby Down Light 110 ea 185.00 20,350 I/O Light Fixture Main Corridor Down Light 25 ea 185.00 4,625 I/O Light Fixture Main Entrance 12 ea 185.00 2,220 F/I Light Switch 22 ea 210.00 4,620 F/I Occupancy Sensors 72 ea 300.00 21,600 F/I Time Clock 1 ea 850.00 850 F/I Photo Cell 1 ea 750.00 750

Page 17 of 93





090 ELECTRICAL - (CONT'D)

F/I Lighting Contactor 1 ea 2,200.00 2,200 F/I Exit Light 26 ea 450.00 11,700 F/I 3/4" EMT 900 lf 9.39 8,452 F/I 1" EMT 650 lf 11.18 7,264 F/I NO. 12 AWG 5,250 lf 0.89 4,694 F/I "MC CABLE" 12/2 c. 8,500 lf 2.90 24,678 F/I "MC CABLE" 12/3 c. 6,000 lf 3.41 20,479 COMMISSIONING 1 ls 1,250.00 1,250 F/I 8x8x6 NEMA 1 Pull Box 28 ea 265.00 7,420

DISTRIBUTIONF/O 4000 amp Service Switchboard 2 ea 55,000.00 110,000 F/O Medium Voltage Transformer with Switch 2 ea 175,000.00 350,000 I/O 4000 amp Service Switchboard 2 ea 12,000.00 24,000 I/O Medium Voltage Transformer with Switch 2 ea 15,000.00 30,000 F/I Rigging 1 ls 14,500.00 14,500 F/I Service Grounding 2 ls 3,850.00 7,700 F/I TVSS 2 ea 6,500.00 13,000 4" PVC SCHEDULE 40 CONDUIT 500 lf 22.23 11,115 F/I Medium Voltage 5kv cable 3480 lf 14.50 50,460 F/I Medium Voltage termination 48 ea 725.00 34,800 F/I Medium Voltage testing 2 ls 8,500.00 17,000 F/I Lighting Panel 25 ea 3,500.00 87,500 F/I Lighting Panel Feeder 1,200 lf 22.00 26,400

25 ea 3,850.00 96,250 F/I Transformer Primary Feeder 120 lf 10.00 1,200 F/I Transformer Secondary Feeder 120 lf 18.00 2,160

1 ea 7,500.00 7,500 F/I Transformer Primary Feeder 15 lf 14.00 210 F/I Transformer Secondary Feeder 15 lf 23.00 345 F/I Receptacle Panel 25 ea 3,500.00 87,500 F/I 2000 amp Buss Duct Riser 200 lf 550.00 110,000 F/I 2000 amp Feeder 400 lf 56.76 22,704 F/I 200 amp buss switch 24 ea 1,500.00 36,000 F/I 2000 amp Mechanical Panel 1 ea 30,000.00 30,000 F/I 2000 amp Feeder 400 lf 56.76 22,704

EMERGENCY DISTRIBUTIONGENERATORF/O 500KW Generator 1 ea 190,000.00 190,000 I/O 500KW Generator 1 ea 18,500.00 18,500 I/O Remote Annunciator 2 ea 3,500.00 7,000

1 ea 9,500.00 9,500 1 ea 3,850.00 3,850 1 ea 9,500.00 9,500

120 lf 12.00 1,440 F/I 4" PVC from Generator to EM panel 250 lf 22.00 5,500 F/I 350 MCM 560 lf 12.17 6,815

1 ls 1,100.00 1,100 200 lf 14.00 2,800

1 ls 8,500.00 8,500 1 ls 4,200.00 4,200 1 ls 3,500.00 3,500 1 ls 2,000.00 2,000

F/I 30 Amp ATSF/I 30 Amp Feeder

F/I Ground GeneratorF/I Generator Control Provide Generator RiggingProvide Generator load bank testingProvide Generator CommissioningProvide Fuel for Generator Testing

F/I 30 kva transformer


F/I 600 Amp Power Panel F/I 600 Amp ATS

Page 18 of 93






F/I 100a Lighting Panel 11 ea 1,850.00 20,350 F/I 60a Receptacle Panel 11 ea 1,200.00 13,200

11 ea 3,850.00 42,350 F/I Transformer Primary Feeder 165 lf 10.00 1,650 F/I Transformer Secondary Feeder 165 lf 16.00 2,640 F/I 100 amp EM Lighting Panel Riser Feeder 320 lf 18.25 5,840

MECHANICALF/I Power Connection to 90 Ton Unit 12 ea 9,700.00 116,400 F/I Power Connection to Boiler - ea 3,500.00 - F/I Power Connection to CWP 4 ea 2,500.00 10,000 F/I Power Connection to Hot Water Heater 5 ea 2,501.00 12,505 F/I Power Connection to VAV 72 ea 450.00 32,400 F/I Power Connection to FPB 96 ea 650.00 62,400 F/I Power Connection to AHU 1 ea 3,500.00 3,500 F/I Power Connection to EF 6 ea 950.00 5,700 F/I Power Connection to CUH 4 ea 1,800.00 7,200 I/O Power Connection to VFD (FBO) 10 ea 1,650.00 16,500 F/I Power Connection to Smoke Relief Fan 1 ea 2,500.00 2,500 F/I Power Connection to Elevator 4 ea 5,500.00 22,000 F/I Power Connection to Triplex Booster Pump 1 ea 3,500.00 3,500 F/I Power Connection to Elevator Sump Pump 4 ea 950.00 3,800 F/I Power Connection to Foundation Sump Pump 1 ea 1,500.00 1,500 F/I Power Connection to Sanitary Ejector Pump 1 ea 1,850.00 1,850 F/I Power Connection to Re-circulating pump 4 ea 1,200.00 4,800 F/I Power Connection to Misc Mechanical Equipment 16 ea 850.00 13,600 F/I Power Connection to Fire Pump 1st Floor 1 ea 7,000.00 7,000 F/I Power Connection to Fire Pump 7th floor 1 ea 38,500.00 38,500 F/I Power Connection toGenerator fuel Oil System 1 ls 15,500.00 15,500

TELCO F/I Tele/Data Stub Up 24 ea 125.00 3,000 F/I Tele/Data Drop 24 ea 750.00 18,000 F/I Tele/Data Termination 48 ea 200.00 9,600 F/I Core Drill 24 ea 250.00 6,000

FIRE ALARMF/I Fire Alarm Panel 1 ea 35,000.00 35,000 F/I Fire Alarm Remote Annuciator Panel 1 ea 1,500.00 1,500 F/I Smoke Detector 12 ea 455.95 5,471 F/I Duct Smoke Detector 10 ea 1,500.00 15,000 F/I Fire Alarm Module 25 ea 525.58 13,140 F/I Speaker Strobe 18 ea 573.65 10,326 F/I Tamper Switch 10 ea 622.60 6,226 F/I Flow Switch 10 ea 622.60 6,226 F/I Pull Station 12 ea 485.38 5,825 F/I 3/4" EMT 750 lf 10.68 8,013 F/I 1" EMT 200 lf 12.58 2,515 F/I 1 1/4" EMT 350 lf 14.98 5,243 F/I Fire Alarm Cable 8,000 lf 2.73 21,846 F/I MC FIRE CABLE 14/2 2,850 lf 5.27 15,032 F/I MC FIRE CABLE 14/2 2,850 lf 5.27 15,032 F/I Fire Alarm Stub-up 42 ea 137.00 5,754 F/I Core Drill 14 ea 250.00 3,500 F/I FA Testing 1 ls 1,500.00 1,500


Page 19 of 93






MISCF/I Temp Light & Power 300,000 sf 0.95 285,000 F/I Lightning Protection NIC ls 24,500.00 - F/I Telco Riser Conduit 1 ls 16,500.00 16,500 F/I Coordination, Arc Flash,Short Circuit Study 1 ls 38,500.00 38,500 F/I Fire Stop 1 ls 12,500.00 12,500

Electrical - Shell Space 274,300 sf Part of TI Work

090 ELECTRICAL TOTAL System Cost - $ 9.63 /sf $2,890,428

111 EQUIPMENT - BUILDING 300,000 sf

WINDOW WASHING EQUIPMENTWindow Washing Davits 4 ea 7,500.00 30,000 Window Washing Platform Lump Sum By Vendor / ServiceDavit Supports / Posts 25 ea 750.00 18,750

LOADING DOCK EQUIPMENTDock Leveler - Hydraulic 1 ea 8,500.00 8,500 Truck Restraints 1 ea 2,000.00 2,000 Dock Bumpers 2 ea 750.00 1,500 Dock Guards 1 ea 2,500.00 2,500

WASTE COMPACTORWaste Compactor Lump Sum By VendorLoad Containers ea - By Vendor

ENTRANCE MATSRecessed Entrance Mats 50 sf 50.00 2,500

111 EQUIPMENT - BUILDING TOTAL System Cost - $ 0.22 /sf $65,750

112 FURNISHINGS 300,000 sf

FURNISHINGS Lump Sum By Owner

ARTWORK Lump Sum By Owner

WINDOW TREATMENT Lump Sum Part of TI Work

OFFICE FURNITURE Lump Sum By Owner

SYSTEMS FURNITURE Lump Sum By Owner

112 FURNISHINGS TOTAL System Cost - $ 0 /sf $0

Page 20 of 93





113 TI - TENANT IMPROVEMENTS - (FIT-OUT) 300,000 sf

TI - TENANT IMPROVEMENTS - (FIT-OUT) 274,300 sf 72.27 19,822,349

113 TI - TENANT IMPROVEMENTS - (FIT-OUT) TOTAL System Cost - $ 66.07 /sf $19,822,349

Page 21 of 93


005 TEMPORARY REQUIREMENTS 1,174,800$ 6.71$ 2.08%

009 DEMOLITION 2,458,300 14.05 4.35%

010 SITEWORK 2,632,300 15.04 4.66%

020 FOUNDATIONS 2,909,200 16.62 5.15%

030 SUPERSTRUCTURE 7,049,500 40.28 12.47%


050 ROOFING 342,900 1.96 0.61%

060 INTERIOR CLOSURE 737,000 4.21 1.30%




080 PLUMBING 1,662,500 9.50 2.94%

081 H.V.A.C. & CONTROLS 4,332,300 24.76 7.66%

082 FIRE PROTECTION 678,200 3.88 1.20%

090 ELECTRICAL 1,792,300 10.24 3.17%




Subtotal 45,323,400$ 258.99$ 80.16%


Subtotal 48,159,900$ 275.20$ 85.18%

202 / 86100 ESCALATION 5.69% 2,741,900 15.67 4.85%

Subtotal 50,901,800$ 290.87$ 90.02%


Subtotal 52,597,300$ 300.56$ 93.02%


Subtotal 52,597,300$ 300.56$ 93.02%


Total 56,542,100$ 323.10$ 100.00%



April 10, 2015

Summary — 7-Story Office BuildingOMB Estimate

Page 22 of 93


CostsTotal Amount


005 TEMPORARY REQUIREMENTS 1,174,800$ 5.00% 58,700$ 6.00% 74,000$ 1,307,500$ 3.50% 45,800$ 1,353,300$

009 DEMOLITION 2,458,300 0.00% - 0.00% - 2,458,300 0.00% - 2,458,300

010 SITEWORK 2,632,300 5.00% 131,600 6.00% 165,800 2,929,700 3.50% 102,500 3,032,200

020 FOUNDATIONS 2,909,200 10.00% 290,900 6.00% 192,000 3,392,100 3.50% 118,700 3,510,800

030 SUPERSTRUCTURE 7,049,500 7.50% 528,700 6.00% 454,700 8,032,900 3.50% 281,200 8,314,100


050 ROOFING 342,900 5.00% 17,100 6.00% 21,600 381,600 3.50% 13,400 395,000

060 INTERIOR CLOSURE 737,000 5.00% 36,900 6.00% 46,400 820,300 3.50% 28,700 849,000



070 VERT. TRANSPORTATION 1,160,000 5.00% 58,000 6.00% 73,100 1,291,100 3.50% 45,200 1,336,300

080 PLUMBING 1,662,500 7.50% 124,700 6.00% 107,200 1,894,400 3.50% 66,300 1,960,700

081 H.V.A.C. & CONTROLS 4,332,300 7.50% 324,900 6.00% 279,400 4,936,600 3.50% 172,800 5,109,400

082 FIRE PROTECTION 678,200 7.50% 50,900 6.00% 43,700 772,800 3.50% 27,000 799,800

090 ELECTRICAL 1,792,300 7.50% 134,400 6.00% 115,600 2,042,300 3.50% 71,500 2,113,800

111 EQUIPMENT - BUILDING 65,800 3.00% 2,000 6.00% 4,100 71,900 3.50% 2,500 74,400

112 FURNISHINGS - 3.00% - 6.00% - - 3.50% - -

113 TI - TENANT IMPROVEMENTS - (FIT-OUT) 11,511,800 5.00% 575,600 6.00% 725,200 12,812,600 3.50% 448,400 13,261,000

0.00% - 6.00% - - 3.50% - -

Subtotal 45,323,400$ 6.26% 2,836,500$ 5.69% 2,741,900$ 50,901,800$ 3.33% 1,695,500$ 52,597,300$





April 10, 2015

Allocation Worksheet — 7-Story Office BuildingOMB Estimate




Page 23 of 93













Page 24 of 93







Temporary Heat and EnclosuresAllowance for Temp. Heat Lump Sum 100,000

Hoisting and Heavy EquipmentHoisting Twr & Machine Personnel Hoists Lump Sum 200,000 Hoisting Engineer Lump Sum Not RequiredHoisting Elevator Operator 1,732 mhrs 100.00 173,200 Heavy Equipment Rental Tower Crane Lump Sum Not RequiredLead Engineer Lump Sum Not RequiredMaintenance Foreman Lump Sum Not RequiredTeamster Shop Steward Lump Sum Not Required



005 TEMPORARY REQUIREMENTS TOTAL System Cost - $ 6.71 /sf $1,174,765


DEMOLITION BUILDINGExisting Building Demolition - Health Lab 91,825 sf 10.00 918,250 Existing Building Demolition - Admin Building 154,000 sf 10.00 1,540,000









Page 25 of 93










Asphalt Pavement 86,000 sf 0.20 17,200 Concrete Pavement 3,000 sf 0.20 600 Concrete Sidewalk 25,000 sf 0.20 5,000



Asphalt Pavement 86,000 sf 0.35 30,100 Concrete Pavement 3,000 sf 0.35 1,050 Concrete Sidewalk 25,000 sf 0.35 8,750






Piping 1,500 lf 50.00 75,000 Structures 15 ea 2,000.00 30,000



Page 26 of 93







Asphalt Concrete Pavement 9,556 sy 22.00 210,222 Concrete Pavement







Rework of Underground Tunnel - Allowance Lump Sum 1,000,000







010 SITEWORK TOTAL System Cost - $ 15.04 /sf $2,632,318



Page 27 of 93










SOIL TREATMENT - Vermin & Pest Control Lump Sum 5,000



Concrete $ 589.76 /cy 82 cy 175.00 14,292 Side Forms 1,260 sf 12.00 15,120 Fine Grade 735 sf 0.50 368 Float Finish 735 sf 0.65 478 Set Anchor Bolts 60 ea 50.00 3,000 Grout Base Plates 15 ea 75.00 1,125 Rebar 150 lbs/cy 6 tons 2,250.00 13,781

Pile Caps - ExteriorConcrete $ 654.68 /cy 107 cy 175.00 18,667 Side Forms 1,920 sf 12.00 23,040 Fine Grade 1,152 sf 0.50 576 Float Finish 1,152 sf 0.65 749 Set Anchor Bolts 128 ea 50.00 6,400 Grout Base Plates 32 ea 75.00 2,400 Rebar 150 lbs/cy 8 tons 2,250.00 18,000


Foundation WallsConcrete $ 1148.91 /cy 97 cy 175.00 16,917 Sideforms 4,500 sf 12.00 54,000 Remove Snap ties & Patch 4,500 sf 1.25 5,625 Finish Top 870 sf 2.50 2,175 Waterstop 750 lf 5.00 3,750 Box out / Shelf 750 lf 9.50 7,125

Page 28 of 93






Rigid Insulation - 3' 2,250 sf 3.50 7,875 Rebar 125 lbs/cy 6 tons 2,250.00 13,594



METAL FABRICATIONS - FoundationsMiscellaneous Metal Items 25,000 sf 0.75 18,750 Elevator Pit Ladders 2 ea 750.00 1,500


Basement Utility Area 5,000 sf Not Required



STRUCTURAL STEEL 15.75 lbs/sfStructural Steel Framing - B/G/C - Floor - 14 lbs/sf 1,050.0 tons 3,500.00 3,675,000 Structural Steel Framing - B/G/C - Roof - 10 lbs/sf 125.0 tons 3,500.00 437,500 Perimeter Spandrel / Relieving Angles / Kickers 52.5 tons 3,500.00 183,750 Equipment Dunnage 25.0 tons 3,500.00 87,500 Bracing and Connections 125.3 tons 3,500.00 438,375

1,377.8 tonsMETAL DECKING


Page 29 of 93







Concrete Fill on Floor Deck- 3.5" LWTConcrete $ 309.72 /cy 3,125 cy 185.00 578,125 Trowel Finish $ 6.45 /sf 150,000 sf 0.75 112,500 Cure & Protect 150,000 sf 0.35 52,500 Wire Mesh 165,000 sf 0.65 107,250 Screed 150,000 sf 0.55 82,500 Construction Joint Forms 10,000 lf 2.50 25,000 Rebar 4 tons 2,500.00 10,000








EXTERIOR FAÇADE - FLAT AREA $ 83.96 /sf90% / 10% SPLIT - Curtain Wall & Metal Panel 24,910 sf60% / 40% SPLIT - Curtain Wall & Metal Panel 45,590 sf




METAL ROOF & WALL PANELS - Exterior FaçadeMetal Wall Panels 29,845 sf 42.00 1,253,490 Miscellaneous Eyebrows / Sun Shades / Returns - Major 4 Floors 150,000.00 600,000 Miscellaneous Eyebrows / Sun Shades / Returns 3 Floors 50,000.00 150,000


Page 30 of 93












REVOLVING DOORSRevolving Door at Entrance 1 ea 85,000.00 85,000






MEMBRANE ROOFINGRoofing System $ 13.72 /sf 25,000 sf 10.00 250,000 Premium for Mid-rise: Crane / Downtime 25,000 sf Not Required

SHEETMETAL FLASHING & ACCESSORIES - RoofingWalkway Pavers 500 sf 7.50 3,750



Page 31 of 93






























Page 32 of 93









060 INTERIOR CLOSURE TOTAL System Cost - $ 4.21 /sf $736,958



STONE FLOORINGStone Flooring 1,700 sf 20.00 34,000 Stone Base 190 LF 20.00 3,800


Interior Stonework - (50%) 1,140 sf 40.00 45,600 PAINTING & WALL COVERINGS - Interior




STONE FLOORINGStone Flooring 560 sf 20.00 11,200 Stone Base 280 LF 20.00 5,600

RESILIENT FLOORINGRubber Flooring @ Stair Towers 3,325 sf 8.50 28,263 Vinyl Base 980 lf 1.75 1,715

TRAFFIC COATINGSConcrete Sealers 1,085 sf 1.75 1,899





Page 33 of 93








Toilet Room Counter - PL - 10LF / Toilet Room 140 lf 150.00 21,000 GLAZING - Interior Specialties


Standard TypeHandicapped Stall 14 ea 750.00 10,500 Standard Stall 42 ea 550.00 23,100 Urinal Screen 7 ea 150.00 1,050




Toilet Paper Dispenser 56 ea 50.00 2,800 Feminine Napkin/Tampon Dispenser 7 ea 100.00 700 Feminine Napkin Disposal 35 ea 75.00 2,625 Waste Receptacle 14 ea 75.00 1,050 Paper Towel Dispenser 28 ea 250.00 7,000 Countertop Mounted Soap Dispenser 56 ea 50.00 2,800 36" grab Bar 28 ea 70.00 1,960 48" Grab bar 28 ea 70.00 1,960 Toilet Seat Cover Dispenser 56 ea 75.00 4,200 Hooks 56 ea 25.00 1,400



TRACTION ELEVATORSMid Rise - 7-Stop 4 ea 275,000.00 1,100,000 Elevator Cab Allowance 4 ea 15,000.00 60,000



PLUMBINGPlumbing - Basic Building Systems: Storm / Sanitary / Water 175,000 sf 5.50 962,500 Plumbing - Stair & Bathroom Cores - 2,000 sf / floor 14,000 sf In Base Building UP Above

Fixtures - 20 per Floor 140 ea 5,000.00 700,000 Plumbing - First Floor Lobby 1,700 sf In Base Building UP AbovePlumbing - Shell Space 159,300 sf In Base Building UP Above


Page 34 of 93






H.V.A.C. & CONTROLS 175,000 sf 23.50 4,112,500 ON FLOOR AHU'S (CHW COIL / HEATING BY MU AIR & RE-HEAT)ROOOFTOP VENTILATION AHU w/ STEAM COILHIGH TEMP HW & CHILLED WATER FROM VEOLIA DISTRICT LOOPSTEAM HEATING - HEAT EXCHANGERSHEATING HOT WATER - HEAT EXCHANGERS & PUMPSCHILLED WATER COOLING - HEAT EXCHANGERS & PUMPSAIR SIDE - FLOOR SYSTEM VAV w/ HOT WATER RE-HEATSTAIR PRESSURIZATION SYSTEMS




FIRE PROTECTIONSprinkler System - Stair & Bathroom Cores - 2,000 sf / floor 14,000 sf 4.50 63,000 Sprinkler System - First Floor Lobby 1,700 sf 4.50 7,650 Sprinkler System - Shell Space 159,300 sf 3.50 557,550 Fire Pump 1 ea 50,000.00 50,000

082 FIRE PROTECTION TOTAL System Cost - $ 3.88 /sf $678,200


LIGHTINGF/O Light Fixture Stair Tower 42 ea 225.00 9,450 F/O Light Fixture Mechanical/Electrical rm 66 ea 185.00 12,210 F/O Light Fixture Toilet rm Down Light 112 ea 225.00 25,200 F/O Light Fixture Linear Toilet rm 336 lf 58.00 19,488 F/O Light Fixture Elevator Lobby Down Light 70 ea 220.00 15,400 F/O Light Fixture Main Corridor Down Light 25 ea 220.00 5,500 F/O Light Fixture Main Entrance 12 ea 225.00 2,700 I/O Light Fixture Stair Tower 42 ea 185.00 7,770 I/O Light Fixture Mechanical/Electrical rm 66 ea 185.00 12,210 I/O Light Fixture Toilet rm Down Light 112 ea 185.00 20,720 I/O Light Fixture Linear Toilet rm 336 lf 45.00 15,120 I/O Light Fixture Elevator Lobby Down Light 70 ea 185.00 12,950 I/O Light Fixture Main Corridor Down Light 25 ea 185.00 4,625 I/O Light Fixture Main Entrance 12 ea 185.00 2,220 F/I Light Switch 12 ea 210.00 2,520 F/I Occupancy Sensors 42 ea 300.00 12,600 F/I Time Clock 1 ea 850.00 850 F/I Photo Cell 1 ea 750.00 750

Page 35 of 93






F/I Lighting Contactor 1 ea 1,800.00 1,800 F/I Exit Light 18 ea 450.00 8,100 F/I 3/4" EMT 450 lf 9.39 4,226 F/I 1" EMT 350 lf 11.18 3,912 F/I NO. 12 AWG 2,800 lf 0.89 2,504 F/I "MC CABLE" 12/2 c. 5,200 lf 2.90 15,097 F/I "MC CABLE" 12/3 c. 3,000 lf 3.41 10,240 COMMISSIONING 1 ls 1,100.00 1,100 F/I 8x8x6 NEMA 1 Pull Box 18 ea 265.00 4,770

DISTRIBUTIONF/O 5000 amp Service Switchboard 1 ea 64,000.00 64,000 F/O Medium Voltage Transformer with Switch 1 ea 195,000.00 195,000 I/O 5000 amp Service Switchboard 1 ea 13,500.00 13,500 I/O Medium Voltage Transformer with Switch 1 ea 15,000.00 15,000 F/I Rigging 1 ls 8,500.00 8,500 F/I Service Grounding 1 ls 5,200.00 5,200 F/I TVSS 1 ea 8,500.00 8,500 4" PVC SCHEDULE 40 CONDUIT 500 lf 22.23 11,115 F/I Medium Voltage 5kv cable 1740 lf 14.50 25,230 F/I Medium Voltage termination 24 ea 725.00 17,400 F/I Medium Voltage testing 1 ls 8,500.00 8,500 F/I Lighting Panel 15 ea 3,500.00 52,500 F/I Lighting Panel Feeder 700 lf 22.00 15,400


1 ea 7,500.00 7,500 F/I Transformer Primary Feeder 15 lf 14.00 210 F/I Transformer Secondary Feeder 15 lf 23.00 345 F/I Receptacle Panel 15 ea 3,500.00 52,500 F/I 1200 amp Buss Duct Riser 115 lf 380.00 43,700 F/I 1200 amp Feeder 240 lf 56.76 13,622 F/I 200 amp buss switch 12 ea 1,500.00 18,000 F/I 1600 amp Mechanical Panel 1 ea 22,500.00 22,500 F/I 1600 amp Feeder 336 lf 56.76 19,071


1 ea 7,500.00 7,500 1 ea 3,850.00 3,850 1 ea 8,500.00 8,500


1 ls 1,100.00 1,100 200 lf 14.00 2,800

1 ls 7,200.00 7,200 1 ls 3,000.00 3,000 1 ls 2,250.00 2,250 1 ls 1,500.00 1,500

F/I 30 Amp ATSF/I 30 Amp Feeder

F/I Ground GeneratorF/I Generator Control Provide Generator RiggingProvide Generator load bank testingProvide Generator CommissioningProvide Fuel for Generator Testing




Page 36 of 93







6 ea 3,850.00 23,100 F/I Transformer Primary Feeder 90 lf 10.00 900 F/I Transformer Secondary Feeder 90 lf 16.00 1,440 F/I 100 amp EM Lighting Panel Riser Feeder 245 lf 18.25 4,471

MECHANICALF/I Power Connection to 100 Ton Unit 7 ea 9,850.00 68,950 F/I Power Connection to Boiler - ea 3,500.00 - F/I Power Connection to CWP 4 ea 2,500.00 10,000 F/I Power Connection to Hot Water Heater 5 ea 2,501.00 12,505 F/I Power Connection to VAV 28 ea 450.00 12,600 F/I Power Connection to FPB 56 ea 650.00 36,400 F/I Power Connection to AHU 1 ea 3,500.00 3,500 F/I Power Connection to EF 4 ea 950.00 3,800 F/I Power Connection to CUH 4 ea 1,800.00 7,200 I/O Power Connection to VFD (FBO) 10 ea 1,650.00 16,500 F/I Power Connection to Smoke Relief Fan 1 ea 2,500.00 2,500 F/I Power Connection to Elevator 4 ea 5,500.00 22,000 F/I Power Connection to Triplex Booster Pump 1 ea 3,500.00 3,500 F/I Power Connection to Elevator Sump Pump 4 ea 950.00 3,800 F/I Power Connection to Foundation Sump Pump 1 ea 1,500.00 1,500 F/I Power Connection to Sanitary Ejector Pump 1 ea 1,850.00 1,850 F/I Power Connection to Re-circulating pump 4 ea 1,200.00 4,800 F/I Power Connection to Misc Mechanical Equipment 16 ea 850.00 13,600 F/I Power Connection to Fire Pump 1st Floor 1 ea 7,000.00 7,000 F/I Power Connection toGenerator fuel Oil System 1 ls 15,500.00 15,500




Page 37 of 93










WINDOW WASHING EQUIPMENTWindow Washing Davits 4 ea 7,500.00 30,000 Window Washing Platform Lump Sum By Vendor / ServiceDavit Supports / Posts 25 ea 750.00 18,750












Page 38 of 93








Page 39 of 93


005 TEMPORARY REQUIREMENTS 598,900$ 4.79$ 1.80%

009 DEMOLITION - - 0.00%

010 SITEWORK 841,700 6.73 2.52%

020 FOUNDATIONS 2,010,200 16.08 6.03%

030 SUPERSTRUCTURE 4,248,500 33.99 12.74%


050 ROOFING 413,300 3.31 1.24%




070 VERT. TRANSPORTATION 280,000 2.24 0.84%

080 PLUMBING 962,500 7.70 2.89%

081 H.V.A.C. & CONTROLS 2,823,300 22.59 8.46%

082 FIRE PROTECTION 447,200 3.58 1.34%

090 ELECTRICAL 1,236,000 9.89 3.71%




Subtotal 26,524,900$ 212.20$ 79.52%


Subtotal 28,284,100$ 226.27$ 84.79%

202 / 86100 ESCALATION 6.00% 1,696,900 13.58 5.09%

Subtotal 29,981,000$ 239.85$ 89.88%


Subtotal 31,030,200$ 248.24$ 93.02%


Subtotal 31,030,200$ 248.24$ 93.02%


Total 33,357,500$ 266.86$ 100.00%



April 10, 2015


Page 40 of 93


CostsTotal Amount


005 TEMPORARY REQUIREMENTS 598,900$ 5.00% 29,900$ 6.00% 37,700$ 666,500$ 3.50% 23,300$ 689,800$

009 DEMOLITION - 0.00% - 0.00% - - 0.00% - -

010 SITEWORK 841,700 5.00% 42,100 6.00% 53,000 936,800 3.50% 32,800 969,600

020 FOUNDATIONS 2,010,200 10.00% 201,000 6.00% 132,700 2,343,900 3.50% 82,000 2,425,900

030 SUPERSTRUCTURE 4,248,500 7.50% 318,600 6.00% 274,000 4,841,100 3.50% 169,400 5,010,500


050 ROOFING 413,300 5.00% 20,700 6.00% 26,000 460,000 3.50% 16,100 476,100




070 VERT. TRANSPORTATION 280,000 5.00% 14,000 6.00% 17,600 311,600 3.50% 10,900 322,500

080 PLUMBING 962,500 7.50% 72,200 6.00% 62,100 1,096,800 3.50% 38,400 1,135,200

081 H.V.A.C. & CONTROLS 2,823,300 7.50% 211,700 6.00% 182,100 3,217,100 3.50% 112,600 3,329,700

082 FIRE PROTECTION 447,200 7.50% 33,500 6.00% 28,800 509,500 3.50% 17,800 527,300

090 ELECTRICAL 1,236,000 7.50% 92,700 6.00% 79,700 1,408,400 3.50% 49,300 1,457,700

111 EQUIPMENT - BUILDING 17,000 3.00% 500 6.00% 1,100 18,600 3.50% 700 19,300

112 FURNISHINGS - 3.00% - 6.00% - - 3.50% - -


0.00% - 6.00% - - 3.50% - -

Subtotal 26,524,900$ 6.63% 1,759,200$ 6.00% 1,696,900$ 29,981,000$ 3.50% 1,049,200$ 31,030,200$





April 10, 2015





Page 41 of 93













Page 42 of 93







Temporary Heat and EnclosuresAllowance for Temp. Heat Lump Sum Not Required

Hoisting and Heavy EquipmentHoisting Twr & Machine Personnel Hoists Lump Sum Not RequiredHoisting Engineer Lump Sum Not RequiredHoisting Elevator Operator Lump Sum Not RequiredHeavy Equipment Rental Tower Crane Lump Sum Not RequiredLead Engineer Lump Sum Not RequiredMaintenance Foreman Lump Sum Not RequiredTeamster Shop Steward Lump Sum Not Required



005 TEMPORARY REQUIREMENTS TOTAL System Cost - $ 4.79 /sf $598,925


DEMOLITION BUILDING Lump Sum Excluded


009 DEMOLITION TOTAL System Cost - $ 0 /sf $0







Page 43 of 93










Asphalt Pavement - sf 0.20 - Concrete Pavement 3,000 sf 0.20 600 Concrete Sidewalk 25,000 sf 0.20 5,000



Asphalt Pavement - sf 0.35 - Concrete Pavement 3,000 sf 0.35 1,050 Concrete Sidewalk 25,000 sf 0.35 8,750





SEWERAGE & DRAINAGERelocate Existing Underground Utilities Lump Sum ExcludedStorm Sewers

Piping 750 lf 50.00 37,500 Structures 10 ea 2,000.00 20,000



Page 44 of 93







Asphalt Concrete Pavement - sy 22.00 - Concrete Pavement













010 SITEWORK TOTAL System Cost - $ 6.73 /sf $841,702




Page 45 of 93









SOIL TREATMENT Lump Sum 10,000



Concrete $ 601.93 /cy 36 cy 175.00 6,352 Side Forms 560 sf 12.00 6,720 Fine Grade 392 sf 0.50 196 Float Finish 392 sf 0.65 255 Set Anchor Bolts 32 ea 50.00 1,600 Grout Base Plates 8 ea 75.00 600 Rebar 150 lbs/cy 3 tons 2,250.00 6,125

Pile Caps - ExteriorConcrete $ 734.16 /cy 37 cy 175.00 6,481 Side Forms 800 sf 12.00 9,600 Fine Grade 400 sf 0.50 200 Float Finish 400 sf 0.65 260 Set Anchor Bolts 64 ea 50.00 3,200 Grout Base Plates 16 ea 75.00 1,200 Rebar 150 lbs/cy 3 tons 2,250.00 6,250


Foundation WallsConcrete $ 1148.92 /cy 101 cy 175.00 17,706 Sideforms 4,710 sf 12.00 56,520 Remove Snap ties & Patch 4,710 sf 1.25 5,888 Finish Top 911 sf 2.50 2,277 Waterstop 785 lf 5.00 3,925 Box out / Shelf 785 lf 9.50 7,458 Rigid Insulation - 3' 2,355 sf 3.50 8,243 Rebar 125 lbs/cy 6 tons 2,250.00 14,228

Page 46 of 93








METAL FABRICATIONS - FoundationsMiscellaneous Metal Items 31,250 sf 0.25 7,813 Elevator Pit Ladders 1 ea 750.00 750


Basement Utility Area 5,000 sf - Not Required



STRUCTURAL STEEL 13.88 lbs/sfStructural Steel Framing - B/G/C - Floor - 12.5 lbs/sf 585.9 tons 3,500.00 2,050,781 Structural Steel Framing - B/G/C - Roof - 10 lbs/sf 156.3 tons 3,500.00 546,875 Perimeter Spandrel / Relieving Angles / Kickers 31.4 tons 3,500.00 109,900 Equipment Dunnage 15.0 tons 3,500.00 52,500 Bracing and Connections 78.9 tons 3,500.00 276,006

867.4 tonsMETAL DECKING



Concrete Fill on Floor Deck- 3.5" LWTConcrete $ 311.64 /cy 1,953 cy 185.00 361,328

Page 47 of 93






Trowel Finish $ 6.49 /sf 93,750 sf 0.75 70,313 Cure & Protect 93,750 sf 0.35 32,813 Wire Mesh 103,125 sf 0.65 67,031 Screed 93,750 sf 0.55 51,563 Construction Joint Forms 6,250 lf 2.50 15,625 Rebar 4 tons 2,500.00 10,000





SPRAY FIREPROOFING - BEAM / GIRDERS AND COLUMNS 125,000 sf Not Required



EXTERIOR FAÇADE - FLAT AREA $ 79.12 /sf60% / 40% SPLIT - Curtain Wall & Metal Panel 43,175 sf




METAL ROOF & WALL PANELS - Exterior FaçadeMetal Wall Panels 17,270 sf 42.00 725,340 Miscellaneous Returns 4 Floors 25,000.00 100,000




Page 48 of 93










REVOLVING DOORSRevolving Door at Entrance 1 ea Not Required






MEMBRANE ROOFINGRoofing System $ 13.22 /sf 31,250 sf 10.00 312,500

SHEETMETAL FLASHING & ACCESSORIES - RoofingWalkway Pavers 500 sf 7.50 3,750 Access Ladder 1 ea 5,000.00 5,000



Page 49 of 93






























Page 50 of 93














Interior Stonework - 50% 1,140 sf 40.00 45,600 PAINTING & WALL COVERINGS - Interior



TILEFloor Tile 2,000 sf 8.50 17,000 Wall Base 800 lf 8.50 6,800


RESILIENT FLOORINGRubber Flooring @ Stair Towers 1,900 sf 8.50 16,150 Vinyl Base 560 lf 1.75 980

TRAFFIC COATINGSConcrete Sealers 620 sf 1.75 1,085





Page 51 of 93






METAL FABRICATIONS - Interior Specialties 9,700 sf 0.10 970




Standard TypeHandicapped Stall 8 ea 750.00 6,000 Standard Stall 24 ea 550.00 13,200 Urinal Screen 4 ea 150.00 600




Toilet Paper Dispenser 32 ea 50.00 1,600 Feminine Napkin/Tampon Dispenser 4 ea 100.00 400 Feminine Napkin Disposal 20 ea 75.00 1,500 Waste Receptacle 8 ea 75.00 600 Paper Towel Dispenser 16 ea 250.00 4,000 Countertop Mounted Soap Dispenser 32 ea 50.00 1,600 36" grab Bar 16 ea 70.00 1,120 48" Grab bar 16 ea 70.00 1,120 Toilet Seat Cover Dispenser 32 ea 75.00 2,400 Hooks 32 ea 25.00 800



HYDRAULIC ELEVATORSLow Rise - 4-Stop 2 ea 125,000.00 250,000 Elevator Cab Allowance 2 ea 15,000.00 30,000

070 VERT. TRANSPORTATION TOTAL System Cost - $ 2.24 /sf $280,000


PLUMBINGPlumbing - Basic Building Systems: Storm / Sanitary / Water 125,000 sf 4.50 562,500 Plumbing - Stair & Bathroom Cores - 2,000 sf / floor 8,000 sf - Building UP Above

Fixtures - 20 per Floor 80 ea 5,000.00 400,000 Plumbing - First Floor Lobby 1,700 sf - Building UP AbovePlumbing - Shell Space 115,300 sf - Building UP Above

080 PLUMBING TOTAL System Cost - $ 7.7 /sf $962,500

Page 52 of 93






H.V.A.C. & CONTROLS 125,000 sf 21.50 2,687,500 ROOFTOP CHW AC UNITS w/ STEAM PREHEAT COILHIGH TEMP HW & CHILLED WATER FROM VEOLIA DISTRICT LOOPSTEAM HEATING - HEAT EXCHANGERSHEATING HOT WATER - HEAT EXCHANGERS & PUMPSCHILLED WATER COOLING - HEAT EXCHANGERS & PUMPSAIR SIDE - FLOOR SYSTEM VAV w/ HOT WATER RE-HEAT




FIRE PROTECTIONSprinkler System - Stair & Bathroom Cores - 2,000 sf / floor 8,000 sf 4.50 36,000 Sprinkler System - First Floor Lobby 1,700 sf 4.50 7,650 Sprinkler System - Shell Space 115,300 sf 3.50 403,550 Fire Pump - ea 50,000.00 Not Required



LIGHTINGF/O Light Fixture Stair Tower 24 ea 225.00 5,400 F/O Light Fixture Mechanical/Electrical rm 48 ea 185.00 8,880 F/O Light Fixture Toilet rm Down Light 64 ea 225.00 14,400 F/O Light Fixture Linear Toilet rm 192 lf 58.00 11,136 F/O Light Fixture Elevator Lobby Down Light 46 ea 220.00 10,120 F/O Light Fixture Main Corridor Down Light 25 ea 220.00 5,500 F/O Light Fixture Main Entrance 12 ea 225.00 2,700 I/O Light Fixture Stair Tower 24 ea 185.00 4,440 I/O Light Fixture Mechanical/Electrical rm 48 ea 185.00 8,880 I/O Light Fixture Toilet rm Down Light 64 ea 185.00 11,840 I/O Light Fixture Linear Toilet rm 192 lf 45.00 8,640 I/O Light Fixture Elevator Lobby Down Light 46 ea 185.00 8,510 I/O Light Fixture Main Corridor Down Light 25 ea 185.00 4,625 I/O Light Fixture Main Entrance 12 ea 185.00 2,220 F/I Light Switch 4 ea 210.00 840 F/I Occupancy Sensors 24 ea 300.00 7,200 F/I Time Clock 1 ea 850.00 850 F/I Photo Cell 1 ea 750.00 750 F/I Lighting Contactor 1 ea 1,250.00 1,250 F/I Exit Light 12 ea 450.00 5,400

Page 53 of 93






F/I 3/4" EMT 350 lf 9.39 3,287 F/I 1" EMT 250 lf 11.18 2,794 F/I NO. 12 AWG 2,100 lf 0.89 1,878 F/I "MC CABLE" 12/2 c. 4,400 lf 2.90 12,775 F/I "MC CABLE" 12/3 c. 2,000 lf 3.41 6,826 COMMISSIONING 1 ls 1,100.00 1,100 F/I 8x8x6 NEMA 1 Pull Box 12 ea 265.00 3,180

DISTRIBUTIONF/O 4000 amp Service Switchboard 1 ea 55,000.00 55,000 I/O 4000 amp Service Switchboard 1 ea 12,000.00 12,000 F/I Service Grounding 1 ls 4,500.00 4,500 F/I TVSS 1 ea 6,500.00 6,500 4" PVC SCHEDULE 40 CONDUIT 1250 lf 22.23 27,787 F/I 600 MCM 5800 lf 20.15 116,853 F/I Lighting Panel 7 ea 3,500.00 24,500

6 ea 3,850.00 23,100 F/I Transformer Primary Feeder 90 lf 10.00 900 F/I Transformer Secondary Feeder 90 lf 18.00 1,620

1 ea 7,500.00 7,500 F/I Transformer Primary Feeder 15 lf 14.00 210 F/I Transformer Secondary Feeder 15 lf 23.00 345 F/I Receptacle Panel 7 ea 3,500.00 24,500 F/I 300 amp Lighting Panel Riser Feeder 390 lf 38.00 14,820 F/I 250 amp Feeder 75 lf 33.25 2,494 F/I 1200 amp Mechanical Panel 1 ea 12,500.00 12,500 F/I 1200 amp Feeder 250 lf 56.76 14,190


1 ea 3,200.00 3,200 1 ea 8,500.00 8,500


1 ls 1,100.00 1,100 200 lf 14.00 2,800

1 ls 6,500.00 6,500 1 ls 2,500.00 2,500 1 ls 1,500.00 1,500 1 ls 1,200.00 1,200


3 ea 3,850.00 11,550 F/I Transformer Primary Feeder 45 lf 10.00 450 F/I Transformer Secondary Feeder 45 lf 16.00 720 F/I 100 amp EM Lighting Panel Riser Feeder 200 lf 18.25 3,650

MECHANICALF/I Power Connection to 50 Ton DX Unit 2 ea 15,500.00 31,000 F/I Power Connection to CWP 4 ea 2,500.00 10,000 F/I Power Connection to Hot Water Heater 5 ea 2,501.00 12,505

Provide Fuel for Generator Testing


F/I 30 Amp Feeder

F/I Ground GeneratorF/I Generator Control Provide Generator RiggingProvide Generator load bank testingProvide Generator Commissioning




Page 54 of 93






F/I Power Connection to VAV 20 ea 450.00 9,000 F/I Power Connection to FPB 36 ea 650.00 23,400 F/I Power Connection to AHU - ea 1,500.00 - F/I Power Connection to EF 2 ea 950.00 1,900 F/I Power Connection to CUH 4 ea 1,800.00 7,200 I/O Power Connection to VFD (FBO) 10 ea 1,650.00 16,500 F/I Power Connection to Smoke Relief Fan 1 ea 2,500.00 2,500 F/I Power Connection to Elevator 2 ea 5,500.00 11,000 F/I Power Connection to Triplex Booster Pump 1 ea 3,500.00 3,500 F/I Power Connection to Elevator Sump Pump 2 ea 950.00 1,900 F/I Power Connection to Foundation Sump Pump 1 ea 1,500.00 1,500 F/I Power Connection to Sanitary Ejector Pump 1 ea 1,850.00 1,850 F/I Power Connection to Re-circulating pump 4 ea 1,200.00 4,800 F/I Power Connection to Misc Mechanical Equipment 12 ea 850.00 10,200 F/I Power Connection toGenerator fuel Oil System 1 ls 7,500.00 7,500




Adjustment Based on MEP Narrative Lump Sum 100,000



Page 55 of 93






WINDOW WASHING EQUIPMENTWindow Washing Davits Lump Sum Not RequiredWindow Washing Platform Lump Sum Not RequiredDavit Supports / Posts Lump Sum Not Required















Page 56 of 93



009 DEMOLITION - - 0.00%

010 SITEWORK 650,000 4.85 1.95%

020 FOUNDATIONS 1,130,900 8.44 3.40%

030 SUPERSTRUCTURE 4,959,500 37.01 14.91%


050 ROOFING 368,800 2.75 1.11%




070 VERT. TRANSPORTATION 480,000 3.58 1.44%

080 PLUMBING 1,062,500 7.93 3.20%

081 H.V.A.C. & CONTROLS 2,140,300 15.97 6.44%

082 FIRE PROTECTION 480,700 3.59 1.45%

090 ELECTRICAL 1,341,100 10.01 4.03%




Subtotal 26,476,500$ 197.59$ 79.62%


Subtotal 28,195,300$ 210.41$ 84.79%

202 / 86100 ESCALATION 6.00% 1,691,700 12.62 5.09%

Subtotal 29,887,000$ 223.04$ 89.88%


Subtotal 30,933,400$ 230.85$ 93.02%


Subtotal 30,933,400$ 230.85$ 93.02%


Total 33,253,400$ 248.16$ 100.00%



April 10, 2015


Page 57 of 93


CostsTotal Amount


005 TEMPORARY REQUIREMENTS 594,600$ 5.00% 29,700$ 6.00% 37,500$ 661,800$ 3.50% 23,200$ 685,000$

009 DEMOLITION - 0.00% - 0.00% - - 0.00% - -

010 SITEWORK 650,000 5.00% 32,500 6.00% 41,000 723,500 3.50% 25,300 748,800

020 FOUNDATIONS 1,130,900 10.00% 113,100 6.00% 74,600 1,318,600 3.50% 46,200 1,364,800

030 SUPERSTRUCTURE 4,959,500 7.50% 372,000 6.00% 319,900 5,651,400 3.50% 197,800 5,849,200


050 ROOFING 368,800 5.00% 18,400 6.00% 23,200 410,400 3.50% 14,400 424,800




070 VERT. TRANSPORTATION 480,000 5.00% 24,000 6.00% 30,200 534,200 3.50% 18,700 552,900

080 PLUMBING 1,062,500 7.50% 79,700 6.00% 68,500 1,210,700 3.50% 42,400 1,253,100

081 H.V.A.C. & CONTROLS 2,140,300 7.50% 160,500 6.00% 138,000 2,438,800 3.50% 85,400 2,524,200

082 FIRE PROTECTION 480,700 7.50% 36,100 6.00% 31,000 547,800 3.50% 19,200 567,000

090 ELECTRICAL 1,341,100 7.50% 100,600 6.00% 86,500 1,528,200 3.50% 53,500 1,581,700

111 EQUIPMENT - BUILDING 17,000 3.00% 500 6.00% 1,100 18,600 3.50% 700 19,300

112 FURNISHINGS - 3.00% - 6.00% - - 3.50% - -


0.00% - 6.00% - - 3.50% - -

Subtotal 26,476,500$ 6.49% 1,718,800$ 6.00% 1,691,700$ 29,887,000$ 3.50% 1,046,400$ 30,933,400$





April 10, 2015





Page 58 of 93













Page 59 of 93







Temporary Heat and EnclosuresAllowance for Temp. Heat Lump Sum Not Required

Hoisting and Heavy EquipmentHoisting Twr & Machine Personnel Hoists Lump Sum Not RequiredHoisting Engineer Lump Sum Not RequiredHoisting Elevator Operator Lump Sum Not RequiredHeavy Equipment Rental Tower Crane Lump Sum Not RequiredLead Engineer Lump Sum Not RequiredMaintenance Foreman Lump Sum Not RequiredTeamster Shop Steward Lump Sum Not Required



005 TEMPORARY REQUIREMENTS TOTAL System Cost - $ 4.44 /sf $594,645


DEMOLITION BUILDING Lump Sum Excluded


009 DEMOLITION TOTAL System Cost - $ 0 /sf $0







Page 60 of 93






EROSION CONTROLConstruction Entrance 1 ea 5,000.00 5,000 Hay bales / Silt Fence 1,100 lf 5.00 5,500 Inlet Filter Protection 15 ea 250.00 3,750 Inlet Filter Protections @ Existing 15 ea 35.00 525 Maintenance of Soil Erosion Controls - (SEC) Lump Sum 10,000 Temporary Seed / Mulch 25,200 sf 0.10 2,520 Wheel Wash Station 1 ea 10,000.00 10,000


Mass Site Cut to Fill 2,407 cy 15.00 36,111 Buy, Place and Compact Select Fill - Building Area 496 cy 25.00 12,407 Rock Excavation or Grouting of Sink Holes Lump Sum Excluded











Piping 200 lf 50.00 10,000 Structures 5 ea 2,000.00 10,000



Page 61 of 93







Asphalt Concrete Pavement - sy 22.00 - Concrete Pavement




CURBS & WALKSCurbing 1,000 lf 15.00 15,000 Concrete Sidewalks 11,000 sf 5.50 60,500 Concrete Steps - ea 300.00 -




FENCINGOrnamental Fence 500 lf Not RequiredOrnamental Fence - Gates 2 ea Not Required





010 SITEWORK TOTAL System Cost - $ 4.85 /sf $650,033



DEWATERING - Building FoundationWell Point System - for Use During Construction Lump Sum Not Required

Page 62 of 93







EARTHWORK - Building ExcavationBuilding Mass cut from Sub-Grade

Mass Excavation to Stock / Spoil Off-site 5,778 cy 15.00 86,667 Over-cut around Building Perimeter 1,772 cy 18.00 31,893 Backfill Perimeter Overcut with On-Site / Select Material 1,772 cy 20.00 35,437

Building Trench ExcavationTrench excavation to Stockpile / Spoil Off-site 2,418 cy 20.00 48,367 Back-fill with Select / Stockpile Material 1,814 cy 25.00 45,344 Spoil Excess Material 605 cy 15.00 9,069 Porous Fill at Slab on Grade - 6" 496 cy 35.00 17,370 Miscellaneous Rain-water Pumping Lump Sum 7,500

SOIL TREATMENT Lump Sum 10,000

SPECIAL FOUNDATIONS - FoundationsDeep Foundations Allowance Lump Sum Not Required

CIP CONCRETE - FoundationSpread Footings - Interior

Concrete $ 508.45 /cy 78 cy 175.00 13,611 Side Forms 840 sf 12.00 10,080 Fine Grade 700 sf 0.50 350 Float Finish 700 sf 0.65 455 Set Anchor Bolts 28 ea 50.00 1,400 Grout Base Plates 7 ea 75.00 525 Rebar 150 lbs/cy 6 tons 2,250.00 13,125

Spread Footings - ExteriorConcrete $ 564.58 /cy 124 cy 175.00 21,778 Side Forms 1,680 sf 12.00 20,160 Fine Grade 1,344 sf 0.50 672 Float Finish 1,344 sf 0.65 874 Set Anchor Bolts 84 ea 50.00 4,200 Grout Base Plates 21 ea 75.00 1,575 Rebar 150 lbs/cy 9 tons 2,250.00 21,000

Wall FootingsConcrete $ 430.34 /cy 402 cy 175.00 70,415 Side Forms 3,104 sf 8.00 24,832 Fine Grade 5,432 sf 0.45 2,444 Float Finish 5,432 sf 0.75 4,074 Keyway 776 lf 4.50 3,492 Rebar 150 lbs/cy 30 tons 2,250.00 67,900

Foundation Walls / Utility AreaConcrete $ 986.55 /cy 165 cy 175.00 28,871 Sideforms 7,680 sf 12.00 92,160 Remove Snap ties & Patch 7,680 sf 1.25 9,600 Finish Top 371 sf 2.50 928

Page 63 of 93






Waterstop 320 lf 5.00 1,600 Box out / Shelf 320 lf 9.50 3,040 Rigid Insulation - 3' 960 sf 3.50 3,360 Rebar 125 lbs/cy 10 tons 2,250.00 23,200

Foundation WallsConcrete $ 1148.89 /cy 59 cy 175.00 10,285 Sideforms 2,736 sf 12.00 32,832 Remove Snap ties & Patch 2,736 sf 1.25 3,420 Finish Top 529 sf 2.50 1,322 Waterstop 456 lf 5.00 2,280 Box out / Shelf 456 lf 9.50 4,332 Rigid Insulation - 3' 1,368 sf 3.50 4,788 Rebar 125 lbs/cy 4 tons 2,250.00 8,265



METAL FABRICATIONS - FoundationsMiscellaneous Metal Items 26,800 sf 0.75 20,100 Elevator Pit Ladders 1 ea 750.00 750


Walls $ 9 /sfBasement Wall Waterproofing 3,840 sf 4.25 16,320 Mira-Drain System 3,840 sf 3.50 13,440 Perimeter Drain 320 lf 15.00 4,800


Page 64 of 93






STRUCTURAL STEEL 14.25 lbs/sfStructural Steel Framing - B/G/C - Floor - 12.5 lbs/sf 670.0 tons 3,500.00 2,345,000 Structural Steel Framing - B/G/C - Roof - 10 lbs/sf 134.0 tons 3,500.00 469,000 Perimeter Spandrel / Relieving Angles / Kickers 38.8 tons 3,500.00 135,625 Equipment Dunnage 25.0 tons 3,500.00 87,500 Bracing and Connections 86.8 tons 3,500.00 303,713

954.5 tonsMETAL DECKING



Concrete Fill on Floor Deck- 3.5" LWTConcrete $ 311 /cy 2,233 cy 185.00 413,167 Trowel Finish $ 6.48 /sf 107,200 sf 0.75 80,400 Cure & Protect 107,200 sf 0.35 37,520 Wire Mesh 117,920 sf 0.65 76,648 Screed 107,200 sf 0.55 58,960 Construction Joint Forms 7,147 lf 2.50 17,867 Rebar 4 tons 2,500.00 10,000







Page 65 of 93






EXTERIOR FAÇADE - FLAT AREA $ 63.64 /sfFirst Floor - Area Below Grade 5,120 sfFirst Floor - 100% Curtain Wall 4,080 sfFirst Floor - 50% Curtain Wall & 50% Stone 3,200 sfSecond/Third/Fourth - 75% Brick & 25% Punched Windows 30,225 sfFifth Floor - 100% Curtain Wall 7,345 sfFifth Floor - 75% Brick & 25% Punched Windows 2,678 sf


MASONRY - Exterior FaçadeBrick Façade 24,677 sf 50.00 1,233,863

STONE WORK - Exterior FaçadeStone Façade 1,600 sf 70.00 112,000


METAL WINDOWSPunched Windows 8,226 sf 55.00 452,416

METAL ROOF & WALL PANELS - Exterior FaçadeSun Shades / Returns / Column Covers Lump Sum 250,000








REVOLVING DOORSRevolving Door at Entrance 1 ea - Not Required




Page 66 of 93







MEMBRANE ROOFINGRoofing System $ 13.76 /sf 26,800 sf 10.00 268,000

SHEETMETAL FLASHING & ACCESSORIES - RoofingWalkway Pavers 500 sf 7.50 3,750 Access Ladder 1 ea 5,000.00 5,000















Page 67 of 93



























Interior Stonework - 50% 1,140 sf 40.00 45,600

Page 68 of 93





061 INTERIOR FINISHES - (CONT'D)

PAINTING & WALL COVERINGS - InteriorLatex Paint - Walls - sf 0.75 - VWC - 50% of Lobby 1,140 sf 4.50 5,130 Latex Paint - Ceilings 1,525 sf 1.00 1,525 Miscellaneous Painting Lump Sum 2,500




RESILIENT FLOORINGRubber Flooring @ Stair Towers 2,375 sf 8.50 20,188 Vinyl Base 700 lf 1.75 1,225

TRAFFIC COATINGSConcrete Sealers 775 sf 1.75 1,356

No Finish 3,950 sf

WALL FINISHESTILE

Wall Tile - 50% of Walls 4,500 sf 8.50 38,250 PAINTING & WALL COVERINGS - Interior

Latex Paint - Walls 10,800 sf 0.75 8,100 Latex Paint - Ceilings 3,750 sf 1.00 3,750 Miscellaneous Painting Lump Sum 2,500







Standard TypeHandicapped Stall 10 ea 750.00 7,500 Standard Stall 30 ea 550.00 16,500 Urinal Screen 5 ea 150.00 750



Page 69 of 93





062 INTERIOR SPECIALTIES - (CONT'D)


Toilet Paper Dispenser 40 ea 50.00 2,000 Feminine Napkin/Tampon Dispenser 5 ea 100.00 500 Feminine Napkin Disposal 25 ea 75.00 1,875 Waste Receptacle 10 ea 75.00 750 Paper Towel Dispenser 20 ea 250.00 5,000 Countertop Mounted Soap Dispenser 40 ea 50.00 2,000 36" grab Bar 20 ea 70.00 1,400 48" Grab bar 20 ea 70.00 1,400 Toilet Seat Cover Dispenser 40 ea 75.00 3,000 Hooks 40 ea 25.00 1,000



TRACTION ELEVATORSMid Rise - 5-Stop 2 ea 225,000.00 450,000 Elevator Cab Allowance 2 ea 15,000.00 30,000

070 VERT. TRANSPORTATION TOTAL System Cost - $ 3.58 /sf $480,000


PLUMBINGPlumbing - Basic Building Systems: Storm / Sanitary / Water 125,000 sf 4.50 562,500 Plumbing - Stair & Bathroom Cores - 2,000 sf / floor 10,000 sf In Base Building UP Above

Fixtures - 20 per Floor 100 ea 5,000.00 500,000 Plumbing - First Floor Lobby 1,700 sf In Base Building UP AbovePlumbing - Shell Space 122,300 sf In Base Building UP Above



H.V.A.C. & CONTROLS 134,000 sf 14.75 1,976,500 ROOFTOP DX AC UNITS w/ GAS FIRED FURNANCEHOT WATER BOILER SYSTEM (2) / GAS FIRED & PUMPINGAIR SIDE - FLOOR SYSTEM VAV w/ HOT WATER RE-HEATSTAIR PRESSURIZATION SYSTEMS



Page 70 of 93






FIRE PROTECTIONSprinkler System - Stair & Bathroom Cores - 2,000 sf / floor 10,000 sf 4.50 45,000 Sprinkler System - First Floor Lobby 1,700 sf 4.50 7,650 Sprinkler System - Shell Space 122,300 sf 3.50 428,050 Fire Pump - ea 50,000.00 Not Required



LIGHTINGF/O Light Fixture Stair Tower 30 ea 225.00 6,750 F/O Light Fixture Mechanical/Electrical rm 54 ea 185.00 9,990 F/O Light Fixture Toilet rm Down Light 80 ea 225.00 18,000 F/O Light Fixture Linear Toilet rm 240 lf 58.00 13,920 F/O Light Fixture Elevator Lobby Down Light 54 ea 220.00 11,880 F/O Light Fixture Main Corridor Down Light 25 ea 220.00 5,500 F/O Light Fixture Main Entrance 12 ea 225.00 2,700 I/O Light Fixture Stair Tower 30 ea 185.00 5,550 I/O Light Fixture Mechanical/Electrical rm 54 ea 185.00 9,990 I/O Light Fixture Toilet rm Down Light 80 ea 185.00 14,800 I/O Light Fixture Linear Toilet rm 240 lf 45.00 10,800 I/O Light Fixture Elevator Lobby Down Light 46 ea 185.00 8,510 I/O Light Fixture Main Corridor Down Light 25 ea 185.00 4,625 I/O Light Fixture Main Entrance 12 ea 185.00 2,220 F/I Light Switch 6 ea 210.00 1,260 F/I Occupancy Sensors 30 ea 300.00 9,000 F/I Time Clock 1 ea 850.00 850 F/I Photo Cell 1 ea 750.00 750 F/I Lighting Contactor 1 ea 1,250.00 1,250 F/I Exit Light 14 ea 450.00 6,300 F/I 3/4" EMT 375 lf 9.39 3,521 F/I 1" EMT 250 lf 11.18 2,794 F/I NO. 12 AWG 2,300 lf 0.89 2,057 F/I "MC CABLE" 12/2 c. 4,850 lf 2.90 14,081 F/I "MC CABLE" 12/3 c. 2,500 lf 3.41 8,533 COMMISSIONING 1 ls 1,100.00 1,100 F/I 8x8x6 NEMA 1 Pull Box 14 ea 265.00 3,710

DISTRIBUTIONF/O 4000 amp Service Switchboard 1 ea 55,000.00 55,000 I/O 4000 amp Service Switchboard 1 ea 12,000.00 12,000 F/I Service Grounding 1 ls 4,500.00 4,500 F/I TVSS 1 ea 6,500.00 6,500 4" PVC SCHEDULE 40 CONDUIT 1250 lf 22.23 27,787 F/I 600 MCM 5800 lf 20.15 116,853 F/I Lighting Panel 9 ea 3,500.00 31,500


1 ea 7,500.00 7,500



Page 71 of 93






F/I Transformer Primary Feeder 15 lf 14.00 210 F/I Transformer Secondary Feeder 15 lf 23.00 345 F/I Receptacle Panel 9 ea 3,500.00 31,500 F/I 300 amp Lighting Panel Riser Feeder 420 lf 38.00 15,960 F/I 250 amp Feeder 75 lf 33.25 2,494 F/I 1200 amp Mechanical Panel 1 ea 12,500.00 12,500 F/I 1200 amp Feeder 250 lf 56.76 14,190


1 ea 3,200.00 3,200 1 ea 8,500.00 8,500


1 ls 1,100.00 1,100 200 lf 14.00 2,800

1 ls 6,500.00 6,500 1 ls 2,500.00 2,500 1 ls 1,500.00 1,500 1 ls 1,200.00 1,200


4 ea 3,850.00 15,400 F/I Transformer Primary Feeder 60 lf 10.00 600 F/I Transformer Secondary Feeder 60 lf 16.00 960 F/I 100 amp EM Lighting Panel Riser Feeder 215 lf 18.25 3,924

MECHANICALF/I Power Connection to 50 Ton DX Unit 2 ea 15,500.00 31,000 F/I Power Connection to Boiler 3 ea 3,500.00 10,500 F/I Power Connection to CWP 4 ea 2,500.00 10,000 F/I Power Connection to Hot Water Heater 5 ea 2,501.00 12,505 F/I Power Connection to VAV 20 ea 450.00 9,000 F/I Power Connection to FPB 45 ea 650.00 29,250 F/I Power Connection to AHU - ea 1,500.00 - F/I Power Connection to EF 2 ea 950.00 1,900 F/I Power Connection to CUH 4 ea 1,800.00 7,200 I/O Power Connection to VFD (FBO) 10 ea 1,650.00 16,500 F/I Power Connection to Smoke Relief Fan 1 ea 2,500.00 2,500 F/I Power Connection to Elevator 2 ea 5,500.00 11,000 F/I Power Connection to Triplex Booster Pump 1 ea 3,500.00 3,500 F/I Power Connection to Elevator Sump Pump 2 ea 950.00 1,900 F/I Power Connection to Foundation Sump Pump 1 ea 1,500.00 1,500 F/I Power Connection to Sanitary Ejector Pump 1 ea 1,850.00 1,850 F/I Power Connection to Re-circulating pump 4 ea 1,200.00 4,800 F/I Power Connection to Misc Mechanical Equipment 12 ea 850.00 10,200 F/I Power Connection toGenerator fuel Oil System 1 ls 7,500.00 7,500

Provide Fuel for Generator Testing


F/I 30 Amp Feeder

F/I Ground GeneratorF/I Generator Control Provide Generator RiggingProvide Generator load bank testingProvide Generator Commissioning


Page 72 of 93









Adjustment Based on MEP Narrative Lump Sum 100,000




WINDOW WASHING EQUIPMENTWindow Washing Davits Lump Sum Not RequiredWindow Washing Platform Lump Sum Not RequiredDavit Supports / Posts Lump Sum Not Required


Page 73 of 93





111 EQUIPMENT - BUILDING - (CONT'D)














Page 74 of 93






080 PLUMBING 10,000 0.43 0.60%

081 H.V.A.C. & CONTROLS 322,000 14.00 19.37%

082 FIRE PROTECTION - - 0.00%

090 ELECTRICAL 805,000 35.00 48.43%


112 FURNISHINGS 51,000 2.22 3.07%

Subtotal 1,662,100$ 72.27$ 100.00%

201 / 85400 DESIGN DEVELOPMENT CONTINGENCY 0.00% - - 0.00%

Subtotal 1,662,100$ 72.27$ 100.00%

202 / 86100 ESCALATION 0.00% - - 0.00%

Subtotal 1,662,100$ 72.27$ 100.00%

203 / 85000 CONSTRUCTION CONTINGENCY 0.00% - - 0.00%

Subtotal 1,662,100$ 72.27$ 100.00%


Subtotal 1,662,100$ 72.27$ 100.00%

000 / 00000 GC's, CM Fee & INSURANCES - PL & GL 0.00% - - 0.00%

Total 1,662,100$ 72.27$ 100.00%



April 10, 2015

Summary — Typical Floor FitoutOMB Estimate

Page 75 of 93


CostsTotal Amount


005 TEMPORARY REQUIREMENTS 23,000$ 0.00% -$ 0.00% -$ 23,000$ 0.00% -$ 23,000$

060 INTERIOR CLOSURE 304,400 0.00% - 0.00% - 304,400 0.00% - 304,400

061 INTERIOR FINISHES 103,000 0.00% - 0.00% - 103,000 0.00% - 103,000

062 INTERIOR SPECIALTIES 16,200 0.00% - 0.00% - 16,200 0.00% - 16,200

080 PLUMBING 10,000 0.00% - 0.00% - 10,000 0.00% - 10,000

081 H.V.A.C. & CONTROLS 322,000 0.00% - 0.00% - 322,000 0.00% - 322,000

082 FIRE PROTECTION - 0.00% - 0.00% - - 0.00% - -

090 ELECTRICAL 805,000 0.00% - 0.00% - 805,000 0.00% - 805,000

111 EQUIPMENT - BUILDING 27,500 0.00% - 0.00% - 27,500 0.00% - 27,500

112 FURNISHINGS 51,000 0.00% - 0.00% - 51,000 0.00% - 51,000

0.00% - 0.00% - - 0.00% - -

Subtotal 1,662,100$ 0.00% -$ 0.00% -$ 1,662,100$ 0.00% -$ 1,662,100$







April 10, 2015

Allocation Worksheet — Typical Floor FitoutOMB Estimate


Page 76 of 93



TEMPORARY REQUIREMENTS 23,000 sf 1.00 23,000 Dumpsters / Clean-up / Drawings/ etc.

005 TEMPORARY REQUIREMENTS TOTAL System Cost - $ 1 /sf $23,000


PARTITIONSGYPSUM WALLBOARD - Interior Partitions

GWB - FH 15,899 sf 7.50 119,243 GWB - Header @ Glass Partitions 1,332 sf - Not Required

ENTRANCES & STOREFRONTS - InteriorButt - Glazed Partition 2,997 sf - Not Required


Single 1 ea 1,250.00 1,250 Single w/sidelights - Office & Conference Rooms 28 ea 1,850.00 51,800

ENTRANCES & STOREFRONTS - InteriorAluminum & Glass - Single 28 ea - Not Required


GWB - Ceilings 10% 1,950 sf 10.00 19,500 GWB - Soffits 350 sf 12.50 4,375 GWB - Fascias 500 sf 12.50 6,250

ACOUSTICAL CEILINGACT - 2x4 90% 20,700 sf 3.95 81,765






GLAZING - Interior ClosureMiscellaneous Interior Glass & Glazing 20 sf 50.00 1,000




Detailed Back-Up — Typical Floor FitoutOMB Estimate

Page 77 of 93






FLOORING & BASE FINISHESSTONE FLOORING

Stone Flooring - Elevator Lobby - sf - Not RequiredCARPETING

Carpeting - $ 30/sy F&I 22,500 sf 3.33 74,925 RESILIENT FLOORING

VCT 500 sf 2.25 1,125 Vinyl Base 1,780 lf 1.75 3,115


Interior Stonework - Elevator Lobby - sf - Not Required

MILLWORK - Interior FinishesWood Panelling - sf - Not Required

TILEWall Tile - Back-Splash @ Coffee / Break Area 150 sf 8.00 1,200

FABRIC PANELSFabric Panels - sf - Not Required




METAL FABRICATIONS - Interior SpecialtiesMiscellaneous Metals - Support of Interior Items 23,000 sf 0.15 3,450

ARCHITECTURAL WOODWORKCasework - Base Cabinets 25 lf 275.00 6,875 Casework - Wall Cabinets 25 lf 175.00 4,375

GLAZING - Interior SpecialtiesScreen Walls - sf - Not Required

CHALK/TACK BOARD

FIRE EXTINGUISHERSFire Extinguisher Cabinets 6 ea 200.00 1,200 Fire Extinguishers 6 ea 50.00 300


Page 78 of 93






PLUMBINGBreak-room Plumbing 2 ea 5,000.00 10,000



HVAC 23,000 sf 14.00 322,000

081 H.V.A.C. & CONTROLS TOTAL System Cost - $ 14 /sf $322,000


FIRE PROTECTION 23,000 sf Part of Shell Cost

082 FIRE PROTECTION TOTAL System Cost - $ 0 /sf $0


ELECTRICAL 23,000 sf 35.00 805,000

090 ELECTRICAL TOTAL System Cost - $ 35 /sf $805,000


PROJECTION SCREENSProjection Screen @ Conference Rooms 7 ea 3,500.00 24,500

RESIDENTIAL EQUIPMENTBreak-room Appliances 2 ea 1,500.00 3,000




WINDOW TREATMENT 6,000 sf 8.50 51,000



112 FURNISHINGS TOTAL System Cost - $ 2.22 /sf $51,000

Page 79 of 93


005 TEMPORARY REQUIREMENTS -$ -$ 0.00%

009 DEMOLITION 2,639,000 28.74 57.99%

010 SITEWORK - - 0.00%

020 FOUNDATIONS - - 0.00%

030 SUPERSTRUCTURE - - 0.00%

040 EXTERIOR CLOSURE - - 0.00%

050 ROOFING - - 0.00%

060 INTERIOR CLOSURE - - 0.00%

061 INTERIOR FINISHES - - 0.00%

062 INTERIOR SPECIALTIES - - 0.00%

070 VERT. TRANSPORTATION - - 0.00%

080 PLUMBING 50,000 0.54 1.10%

081 H.V.A.C. & CONTROLS 200,000 2.18 4.39%

082 FIRE PROTECTION 25,000 0.27 0.55%

090 ELECTRICAL 100,000 1.09 2.20%

111 EQUIPMENT - BUILDING - - 0.00%


113 TI - TENANT IMPROVEMENTS - (FIT-OUT) - - 0.00%

Subtotal 3,014,000$ 32.82$ 66.23%

201 / 85400 General Requirements 10.00% 301,400 3.28 6.62%

Subtotal 3,315,400$ 36.11$ 72.85%

202 / 86100 ESCALATION (2011 dollars escalated to 2017) 16.00% 482,240 5.25 10.60%

Subtotal 3,797,640$ 41.36$ 83.44%

203 / 85000 CONSTRUCTION CONTINGENCY 10.00% 301,400 3.28 6.62%

Subtotal 4,099,040$ 44.64$ 90.07%


Subtotal 4,099,040$ 44.64$ 90.07%

000 / 00000 GC's, CM Fee & INSURANCES - PL & GL 15.00% 452,100 4.92 9.93%

Total 4,551,140$ 49.56$ 100.00%



April 10, 2015

Summary — Health Lab Demo (Lammey & Giorgio Study)OMB Estimate

Page 80 of 93



005 TEMPORARY REQUIREMENTS TOTAL System Cost - $ 0 /sf $0


DEMOLITION BUILDINGBuilding Demo

Full Building Demo 91,825 sf 12.83 1,177,850 Site Restoration Lump Sum 247,125 Miscellaneous Lump Sum 250,000

ASBESTOS REMOVAL Allowance 735,875 ASBESTOS MONITORING Lump Sum In AbovePCB/Mercury & other Hazards Allowance 228,180 MOLD ABATEMENT Lump Sum Excluded


010 SITEWORK 91,825 sf -

010 SITEWORK TOTAL System Cost - $ 0 /sf $0


020 FOUNDATIONS TOTAL System Cost - $ 0 /sf $0


030 SUPERSTRUCTURE TOTAL System Cost - $ 0 /sf $0

040 EXTERIOR CLOSURE

040 EXTERIOR CLOSURE TOTAL System Cost - $ 0 /sf $0


050 ROOFING TOTAL System Cost - $ 0 /sf $0



Detailed Back-Up — Health Lab Demo (Lammey & Giorgio Study)OMB Estimate

Page 81 of 93






060 INTERIOR CLOSURE TOTAL System Cost - $ 0 /sf $0


061 INTERIOR FINISHES TOTAL System Cost - $ 0 /sf $0


062 INTERIOR SPECIALTIES TOTAL System Cost - $ 0 /sf $0


070 VERT. TRANSPORTATION TOTAL System Cost - $ 0 /sf $0

080 PLUMBING 91,825 sfMisc removals Lump Sum 50,000


081 H.V.A.C. & CONTROLS 91,825 sfMisc removals Lump Sum 200,000

081 H.V.A.C. & CONTROLS TOTAL System Cost - $ 2.18 /sf $200,000

082 FIRE PROTECTION 91,825 sfMisc removals Lump Sum 25,000


090 ELECTRICAL 91,825 sfMisc removals Lump Sum 100,000

090 ELECTRICAL TOTAL System Cost - $ 1.09 /sf $100,000

Page 82 of 93






111 EQUIPMENT - BUILDING TOTAL System Cost - $ 0 /sf $0




113 TI - TENANT IMPROVEMENTS - (FIT-OUT) TOTAL System Cost - $ 0 /sf $0

Page 83 of 93



009 DEMOLITION 2,576,000 16.73 9.42%

010 SITEWORK - - 0.00%


030 SUPERSTRUCTURE - - 0.00%


050 ROOFING 527,500 3.43 1.93%




070 VERT. TRANSPORTATION - - 0.00%

080 PLUMBING 1,594,700 10.36 5.83%

081 H.V.A.C. & CONTROLS 7,630,900 49.55 27.91%

082 FIRE PROTECTION 146,000 0.95 0.53%

090 ELECTRICAL 2,500,000 16.23 9.14%




Subtotal 18,109,900$ 117.60$ 66.23%

201 / 85400 General Requirements 10.00% 1,810,990 11.76 6.62%

Subtotal 19,920,890$ 129.36$ 72.85%

202 / 86100 ESCALATION (2011 dollars escalated to 2017) 16.00% 2,897,584 18.82 10.60%

Subtotal 22,818,474$ 148.17$ 83.44%


Subtotal 24,629,464$ 159.93$ 90.07%


Subtotal 24,629,464$ 159.93$ 90.07%


Total 27,345,949$ 177.57$ 100.00%



April 10, 2015

Summary — Administration Building Reno (Lammey & Giorgio Study)OMB Estimate

Page 84 of 93





DEMOLITION BUILDING In Ext and Int Closure

ASBESTOS REMOVALPermitting 1 ls 1,200.00 1,200 12 x 12 floor tile (documented) 1,924 sf 6.00 11,544 Floor tile removal (addition assumed) 30,000 ea 6.00 180,000 Fire Doors 33 ea 250.00 8,250 Textured paint 7,134 sf 25.00 178,350 Tank insulation 200 sf 40.00 8,000 Cementitious fittings (documented) 373 ea 35.00 13,055 Cementitious fittings (addition assumed) 805 ea 35.00 28,175 Chiller insulation 305 ea 40.00 12,200

PCB/Mercury & other hazardsTube removal 6,858 ea 8.00 54,864 Tube packaging & Disposal 6,858 ea 12.00 82,296 Ballast removal 4,527 ea 8.00 36,216 Ballast packaging & disposal 4,527 ea 12.00 54,324 Exit signs 63 ea 75.00 4,725 Emergency lighting 25 ea 75.00 1,875 Thermostats 35 ea 150.00 5,250 Detectors 135 ea 18.00 2,430

Replacements after removals12 x 12 floor tile (documented) 31,924 sf 6.00 191,544 Tank insulation 200 sf 8.00 1,600 Pipe Fittings (documented & assumed) 805 ea 8.00 6,440 Chiller insulation ea In HVACReplacement ballasts 4,527 ea 145.00 656,415 Replacement exit signs 63 ea 360.00 22,680 Replacement emergency lighting 25 ea 1,100.00 27,500 Replacement thermostats ea In HVACReplacement detectors 135 ea 250.00 33,750

ASBESTOS MONITORING Lump Sum In aboveMOLD ABATEMENT Lump Sum Excluded

Building ServicesMiller Remick estimate - Demolition Lump Sum 219,870 Miller Remick estimate - Finishes Lump Sum 733,428




Detailed Back-Up — Administration Building Reno (Lammey & Giorgio Study)OMB Estimate

Page 85 of 93










030 SUPERSTRUCTURE TOTAL System Cost - $ 0 /sf $0

040 EXTERIOR CLOSUREWindows and DoorsRemove and replace windows with insulated glass

Typ windows (25 sf each) $65/sf 392 ea 1,625.00 637,000 First Floor (40 sf each) 46 ea 2,600.00 119,600 Bridge (32 sf each) 40 ea 2,080.00 83,200

Remove and replace aluminum entrances 2 ea 30,000.00 60,000 Conveying 1 ls 10,000.00 10,000

MiscellaneousRepairs to plaza paving 1 ls 50,000.00 50,000 Caulk joints at openings & precast concrete 21,200 lf 5.25 111,300 Clean Exterior walls & soffit 60,960 sf 2.00 121,920 Hanging swing scaffold rental 2 mon 24,000.00 48,000


050 ROOFING 154,000 sfRemove and replace roof 16,160 sf 28.00 452,480 Repairs to HVAC Screen Lump Sum 75,000


060 INTERIOR CLOSURE sfHandicapped toilet RoomsSingle user toilet rooms at alternate floors 4 ea 35,000.00 140,000

Fit-out for new tenant 6th floor not includedHard wall removals 25% 17,325 sf 3.20 55,440 Doors, frames, and hardware 25% 70 ea 150.00 10,500

Page 86 of 93






Ceiling removals sf In servicesCarpet floor removals 12,000 sy 1.50 18,000 New hard wall partitions 31,280 sf 7.50 234,600 Existing wall repairs 93,840 sf 0.50 46,920 New/relocated doors, frames and hardware 25% 70 ea 1,750.00 122,500 New carpet / floor coverings / vinyl base 12,000 sy 35.00 420,000 Paint (Floors 1-5, 7, 8) 108,960 sf 1.00 108,960 New ceilings sf In services

MiscellaneousCommon Area upgrades 20,000 sf 35.00 700,000 Waste Dumpsters 35 sf 850.00 29,750

Fire DoorsReplace fire doors 1 ea 2,500.00 2,500 Install magnetic hold opens; connect to FA system 2 ea 1,200.00 2,400 Sign at Mech/elec room doors 5 ea 200.00 1,000 Replace/service fire extinguishers 5 ea 250.00 1,250


061 INTERIOR FINISHES sf


062 INTERIOR SPECIALTIES sf


070 VERT. TRANSPORTATION 154,000 sfUpgrade elevators ea 350,000.00 -

070 VERT. TRANSPORTATION TOTAL System Cost - $ 0 /sf $0

080 PLUMBING 154,000 sfMiller Remick Plumbing estimate Lump Sum 1,594,650


Page 87 of 93





081 H.V.A.C. & CONTROLS 154,000 sfMiller Remick HVAC estimate Lump Sum 7,630,947


082 FIRE PROTECTION 154,000 sfFire protection at basement story 2/3 of area 18,720 sf 7.80 146,016


090 ELECTRICAL 154,000 sfNew emergency lighting 2 ea 750.00 1,500 Receptacle / power strip / extension cord corrections 18 ea 800.00 14,400 Cap wires at former lighting 1 ls 5,000.00 5,000 Miller Remick Electrical estimate Lump Sum 2,378,720 Miller Remick Communications estimate Lump Sum 11,366 Miller Remick Safety & Security estimate Lump Sum 89,037








Page 88 of 93



009 DEMOLITION 2,203,500 8.48 3.93%

010 SITEWORK - - 0.00%


030 SUPERSTRUCTURE 751,600 2.89 1.34%


050 ROOFING - - 0.00%





080 PLUMBING 990,100 3.81 1.77%

081 H.V.A.C. & CONTROLS 11,697,000 44.99 20.87%

082 FIRE PROTECTION 1,752,300 6.74 3.13%

090 ELECTRICAL 7,061,100 27.16 12.60%




Subtotal 35,928,000$ 138.18$ 64.10%

201 / 85400 General Requirements 15.00% 5,389,200 20.73 9.62%

Subtotal 41,317,200$ 158.91$ 73.72%

202 / 86100 ESCALATION (2011 dollars escalated to 2017) 16.00% 5,748,480 22.11 10.26%

Subtotal 47,065,680$ 181.02$ 83.97%


Subtotal 50,658,480$ 194.84$ 90.38%


Subtotal 50,658,480$ 194.84$ 90.38%


Total 56,047,680$ 215.57$ 100.00%



April 10, 2015

Summary — Taxation Building Reno (Lammey & Giorgio Study)OMB Estimate

Page 89 of 93





DEMOLITION BUILDING Lump Sum ExcludedInterior Demo

Stud GWB Partitions 106,000 sf 7.00 742,000 Doors frames and hdwr 650 sf 125.00 81,250 Ceiling tile demo 236,000 sf 0.80 188,800 Carpet and VCT demo 236,000 sf 1.20 283,200 Vinyl base demo 10,600 sf 1.20 12,720 Ceramic tile floor demo 4,700 sf 2.00 9,400 Ceramic tile wall demo 12,400 sf 3.00 37,200 Countertop demo 250 sf 250.00 62,500 Toilet partition demo 70 sf 20.00 1,400 Demo waste removal dumpsters 1 sf 35,000.00 35,000

ASBESTOS REMOVAL Allowance Lump Sum 750,000

ASBESTOS MONITORING Lump Sum ExcludedMOLD ABATEMENT Lump Sum Excluded






030 SUPERSTRUCTURE 260,000 sfRemove existing roof to deck 23,600 sf 6.00 141,600 New 4 inch insulation & Roof 23,600 sf 25.00 590,000 Remove existing HVAC Equipment screen Lump Sum 10,000 Crane lift rentals Lump Sum 10,000

030 SUPERSTRUCTURE TOTAL System Cost - $ 2.89 /sf $751,600



Detailed Back-Up — Taxation Building Reno (Lammey & Giorgio Study)OMB Estimate

Page 90 of 93





040 EXTERIOR CLOSUREDoors and Windows

remove existing windows 700 ea 45.00 31,500 New insulated windows and spandrels 700 ea 950.00 665,000 Remove existing storefront 4,140 sf 6.00 24,840 New insulated storefront 4,140 sf 65.00 269,100 Remove existing entrance doors 4 sf 500.00 2,000 New entrance doors 4 sf 10,000.00 40,000 Remove existing HM doors and frames 2 sf 130.00 260 New HM Doors and frames 2 sf 2,700.00 5,400 Remove existing OHD 2 sf 400.00 800 New OHD 14' x 11' 2 sf 5,200.00 10,400 Lifts Swing rentals 4 ea 5,000.00 20,000



050 ROOFING TOTAL System Cost - $ 0 /sf $0

060 INTERIOR CLOSURE sfNew interior doors and frames 650 sf 1,750.00 1,137,500 New perimeter walls and insulation 550,000 sf 5.80 3,190,000 GWB Repair 75,000 sf 1.20 90,000 GWB New wall partition 106,000 sf 7.50 795,000 Finish floor - carpet and VCT 236,000 sf 5.00 1,180,000 Finish floor - Vinyl base 65,600 sf 2.50 164,000 Finish floor - Ceramic tile 4,700 sf 15.00 70,500 Finish wall - Ceramic tile 12,400 sf 12.50 155,000 Wall Paint 236,000 sf 1.10 259,600 Ceiling tile - 2x2 236,000 sf 6.00 1,416,000 Countertops 250 sf 250.00 62,500 Toilet partitions 70 sf 1,500.00 105,000 Toilet accessories 70 sf 400.00 28,000


061 INTERIOR FINISHES sf


062 INTERIOR SPECIALTIES sf


Page 91 of 93





070 VERT. TRANSPORTATION 260,000 sfUpgrade elevators 5 ea 350,000.00 1,750,000


080 PLUMBING 260,000 sfRemove lavatories 80 ea 105.00 8,400 Remove water closets 60 ea 125.00 7,500 remove urinals 40 ea 120.00 4,800 Remove utility sinks 10 ea 110.00 1,100 Remove piping and rough in 259,600 ea 1.00 259,600 New lavatories and rough 80 ea 2,000.00 160,000 New water closets and rough 60 ea 2,800.00 168,000 New Urinals 40 ea 2,000.00 80,000 New utility sinks 10 ea 4,500.00 45,000 New floor drains 40 ea 1,200.00 48,000 New rain water conductors 259,600 ea 0.30 77,880 New domestic water distribution 259,600 ea 0.50 129,800


081 H.V.A.C. & CONTROLS 260,000 sfRemove existing rooftop Equipment 1 ea 10,000.00 10,000 Roof top unit crane rental 1 ea 5,000.00 5,000 New HVAC System 259,600 ea 45.00 11,682,000


082 FIRE PROTECTION 260,000 sfRemove existing system 259,600 sf 1.00 259,600 New standpipe 259,600 sf 0.75 194,700 New sprinkler system 259,600 sf 5.00 1,298,000

082 FIRE PROTECTION TOTAL System Cost - $ 6.74 /sf $1,752,300

090 ELECTRICAL 260,000 sfFIRE ALARM

Remove existing fire alarm system 259,600 sf 1.00 259,600 New fire alarm system 259,600 sf 5.20 1,349,920

ELECTRICALelectrical demo 259,600 sf 1.00 259,600 New distribution 259,600 sf 5.00 1,298,000

Page 92 of 93






New light and receptacles 259,600 sf 11.00 2,855,600 New data & communication system 259,600 sf 4.00 1,038,400








Page 93 of 93

VOLU

ME

3

VOLUME 3,

SECTION 1.0: FINANCIAL ANALYSIS



VOLUME 3,

SECTION 2.0: RECOMMENDATIONS

