top of page
Forest Path

Building Statistics Part I

General Building Data | Architecture | Building Enclosure | Sustainability Features
Forest Path
General Building Data
Building Name | Cancer Center
Location | Southeastern Pennsylvania
Building Occupant Name | This information cannot be disclosed
Occupancy or Function Type | Ambulatory Healthcare
Size | 88,000 GSF
Number of Stories Above Grade | 2 stories above grade
 
Primary Project Team
Owner | This information cannot be disclosed
General Contractor | L.F. Driscoll
https://structuretone.com/lfdriscoll/
Construction Manager | L.F. Driscoll
https://structuretone.com/lfdriscoll/
Architect & Engineers | EwingCole
https://www.ewingcole.com/
Landscape Architects | Cairone & Kaupp, Inc.
http://www.caironekaupp.com/
 
Dates of Construction | August 2016 - July 2018
Project Delivery Method | Design-Bid-Build
 
Actual Cost Information
Total Construction Cost | $53,000,000
Original Contract for Construction | $49,000,000
Change Orders | $4,000,000
Building Information
2018_06_19_EwiAsp139_A.jpg
Figure 1 | Exterior view of the western side of the two-story lobby
2018_06_19_EwiAsp118_A.jpg
Figure 2 | Exterior view of the southwestern corner of the site
2018_06_19_EwiAsp122_A.jpg
2018_06_19_EwiAsp106_A.jpg
Figure 3 | Exterior western entrance to the cafe
Figure 4 | South Wing Curtain Wall
Forest Path
Architecture
Overview |
The Cancer Center is a two-story, steel-framed building that serves a variety of health care needs including:
• Registration and Consulting Services
• Conference Centers
• Patient Support
• Infusion and Support Spaces
• Pharmacy
• Radiation Oncology with two Linear Accelerators (LINAC)
• HDR Procedure Room
• Cyberknife Procedure Room
• Surgical Oncology
• Radiology with an IR Procedure Room
• Phlebotomy/Lab
• Gynecological and Medical Oncology
• Clinic Research
2018_06_19_EwiAsp003_B.jpg
Figure 5 | Check In/Registration
2018_06_19_EwiAsp032_B-1.jpg
Figure 6 | Atrium
2018_06_19_EwiAsp078_A.jpg
Figure 7 | Exam Room
2018_06_19_EwiAsp060_A.jpg
Figure 8 | Nurses Station
2018_06_19_EwiAsp133_A.jpg
2018_06_19_EwiAsp147_A.jpg
Design |
The Cancer Center is comprised of separate north and south components, connected by a two-story glass lobby, forming a Z-shaped structure. The exterior image of the building is based on the notion of two massing volumes (referred to as north wing and south wing) that are held together or connected by a glazed, winter-garden volume that overlooks a bioswale to the east and an upland garden to the west. A tree trimming company was a major donor to this building, hence all the greenery and outdoor elements used throughout the building. The interior design of this building was meant to enhance medical care and patient safety, as well as create a therapeutic and pleasant environment for patients, family members, and caregivers.
 
Surrounding Areas |
The environment surrounding the Cancer Center was extremely important and had a strong impact on many of the design elements and materials used. It was designed to have significant southern views of the existing creek that ran along the site. New gardens were developed around the building, mainly in the southern area of the site, for the patients, visitors, and staff.
 
National Model Codes |
The main national model codes used for the design and development of the building are listed as follows:
• International Building Code 2012 - Chapter 11 Accessibility and Appendix E
• International Building Code 2009 (base code)
• International Energy Conservation Code 2009
• 2014 Guidelines for Design and Construction of Healthcare Facilities
 
Zoning |
The area is zoned for Institutional use by the local township.
Historical Requirements |
There were no historical requirements for this building.
Architecture
Figure 9 | Creek Running Through Site
Figure 10 | Exterior View of Atrium
Forest Path
Building Enclosure
Building Facade |
The exterior walls of the building are composed of various materials including curtain wall, metal panel on metal stud backup, stone on masonry backup, and phenolic wood look panels applied as roof fascia and soffit. Figure 11 shows how all of these materials come together to create a unique, but tailored, look to the building. The North and East Façade on the North Wing consists of a curtain wall with vertical fins (see Figure 14) that is anchored by a stone clad base of a changing height. The stone base is tied to site walls and a screen wall that conceals the ambulance drop off. The South and West Façades on the North Wing are capped with the same wood look cornice similar to the North and East but are constructed of a combination of insulated metal panel and a variety of glazing systems. Refer to the figures below for final images after installation.
Building Enclosure
2018_06_19_EwiAsp121_A.jpg
Figure 11 | South Wing - West Elevation
2018_06_19_EwiAsp116_A.jpg
Figure 13 | West Corner of South Wing
2018_06_19_EwiAsp130_A.jpg
Figure 12 | Facade Paneling & Curtain Wall System
2018_06_19_EwiAsp091_A.jpg
Figure 14 | Vertical Fins on Curtain Wall
Wall Section Test.png
Wall Section
Building Materials
Figure 15 | Wall Section of North Wing - South Elevation
Wall Section |
This wall section cuts through the South wall of the North Wing. The high-pressure laminate used for the roof structure connects to the tapered metal paneling on the exterior façade. Between the two rows of the tapered metal paneling is Vision Glass with a custom frit. On the first-floor façade is Vision Glass with no frit pattern.
2018_06_19_EwiAsp130_A.jpg
Figure 16 | View from Cancer Center Entrance looking towards the North Wing – South Elevation
Spandrel Glass
Building Envelope Materials |
High-Pressure Laminate
Vertical Fins
Stone Veneer
Metal Panel - Flat & Tapered
Vision Glass
2018_06_19_EwiAsp111_A.jpg
2018_06_19_EwiAsp105_A.jpg
2018_06_19_EwiAsp091_A.jpg
2018_06_19_EwiAsp127_A.jpg
2018_06_19_EwiAsp065_B.jpg
2018_06_19_EwiAsp039_A.jpg
Roofing |
The primary visual component of the two building volumes is a strong and gestural roofline cornice that caps and overhangs the building skin. The cornice is skinned with wood look Phenolic. On the north wing, the roof line projects well beyond the building volume to the east and forms the front entrance canopy. This design is demonstrated in Figure 15.
 
Roof construction varies due to the different needs of the spaces within the entire building. Typically, the roof construction consists of 3-1/4” thick lightweight concrete on 2” deep 18 gage metal deck. The slab is reinforced with 6x6-W2.0xW2.0 welded wire fabric conforming to ASTM A185. The roof framing is sloped for overall drainage, however, on the east side of the building it is sloped to create the desired architectural profile. The roof level supports the mechanical equipment. The roof for the LINAC areas is cast-in-place concrete with the slab thickness stepping from 30” to 72”.
Roofing
2018_06_19_EwiAsp087_A.jpg
Figure 15 | Building Entrance with large roof overhang
2018_06_19_EwiAsp127_A.jpg
Figure 16 | North Elevation of North Wing
Forest Path
Sustainability Features
Rain Gardens |
A rain garden along with an underground retention basin under the patient parking runs under the lobby between the two components as part of the site water management system.
 
LEED Silver Certified |
As part of becoming LEED Silver certified, developing a surface water retention system was a major component of the building design. Daylighting was also a very important part of this certification. The building design consists of various curtain walls, glazing applications, vertical fins, and skylights. Refer to the figures to the right for further details on the sustainable features that were designed for this building.
2018_06_19_EwiAsp039_A.jpg
2018_06_19_EwiAsp068_A.jpg
Figure 17 | Curtain wall in the atrium
Figure 18 | Splayed skylights in the atrium
Sustainability Features
Forest Path
Primary Engineering Systems
Primary Engineering Systems
Construction|
The Cancer Center was constructed by the general contractor, L.F. Driscoll. This project cost in total $53,000,000 and utilized the design-bid-build delivery method. Construction began in August 2016 and was completed recently in July 2018. This project was not phase intensive and construction proceeded through very smoothly. Minimal detail on construction was provided for this project.
 
Structural |
The Cancer Center, which consists of a North Wing, South Wing, connector and 2-Vault Linear Accelerator, is primarily a two-story steel framed structure. Typical floor to floor heights is 14 feet with an overall height of 28 feet plus the height of the parapet which varies around the building. The stair tower head houses an elevator head houses extend above the roof level. The typical steel framing consists of structural steel wide flange beams and girders, ASTM A992 grade 50 with all other structural material being ASTM A36.
 
The foundation system is made up of shallow reinforced concrete spread footings with an allowable bearing capacity of 4 ksf. Localized undercuts and replacement with structural fill were required to achieve the bearing capacity in the area of the linear accelerator. The primary building columns are supported on shallow reinforces concrete spread footings, bearing approximately 3 feet below the ground floor at interior columns and 3 feet below the exterior grade at exterior columns. There is a continuous foundation and concrete cast-in-place knee wall below all perimeter walls to extend below the frost depth. The grade transitions 12 feet from the north-west corner of the site to the south-east, so retaining walls were placed at the building perimeter. The retaining walls have a minimum 1’-4” wide stem and 1’-4” thick base approximately 5’-0” wide. This width helps to allow for retaining of the soil and support for the exterior façade. All of the concrete for the retaining walls and foundations have a compressive strength of 4,500 psi. The Ground Floor slab consists of a five-inch thick concrete slab on grade. The concrete is normal weight and reinforces with 6x6-W2.9xW2.9 welded wire fabric.
 
For the superstructure of the building, there is an expansion joint on the north side of the connector that separates the North Wing and South Wing. It is 2 inches wide to allows for 1 inch of building movement in each direction. There is also an expansion joint between the South Wing and 2-vault Linear Accelerator. The floor construction consists of 3-1/4” lightweight concrete slab on a 2”, 18-gauge
galvanized metal floor deck spanning between beams. The slab is reinforced with 6x6-W2.0xW2.0 welded wire fabric conforming to ASTM A185. The roof consists of 3-1/4” thick lightweight concrete of 2 inch deep, 18 gage metal deck, and reinforced with 6x6-W2.0xW2.0 welded wire fabric. The roof also supports of the mechanical equipment for the building. The entry canopy has a special column feature to support the rood which is made up of pipes welded together and hot-dipped galvanized. The linear accelerator vault structure consists of cast in place concrete walls poured monolithically. Wall thickness ranges from 2’-6” to 6’-0” around the vault perimeter.
 
The primary lateral force resisting system for the North Wing consists of ordinary moment frames in both directions. The columns are W14’s with W24 girders. The primary lateral force resisting system for the South Wing consists of ordinary steel braced frames in both directions. It is configured in a chevron or inverted “V”. The braces are typically W10’s and HSS8x8.
 
 
 
 
 
 
 
 
 
 
 
 
 
 
Figure 18: 3D View of the Framing of the Building
 
Mechanical |
There are various mechanical systems used throughout the Cancer Center. The buildings cooling system includes two 175 ton high-efficiency air-cooled chillers which serve the air handling units and fan coil unit cooling coils. A variable volume duplex pumping system distributes chilled water to the various cooling coils. A water to water heat exchanges package with integral pumps and city water switchover is installed to distribute process chilled water to the medical equipment. Hot water is generated by two high efficiencies, natural gas fires, condensing boilers. The hot water is distributed to the building via a variable volume, duplex, pumping system. Air distribution for the Cancer Center is provided by giving variable air volume air handling units that are located on the roof. Other systems used throughout different areas of the building include fan coil units, how water air curtains, and chilled water with integral humidification. All the mechanical equipment has vibration spring insulators and all floor mounted mechanical equipment is installed on concrete housekeeping pads. A BAS system for DDC controls the air handling units, air volume control boxes, exhaust fans, boilers, chillers, and pumps. The mechanical system was designed with considerations to provide an energy efficient building, meet energy code requirements, and achieve the LEED Silver certification.
 
Electrical |

Normal power (13.2 kV) is derived from one new high-tension electrical service from PECO Energy. A new 15 kV feeder, concrete encased duct bank and manholes from the PECO 15kV pole to the new 15kV fused disconnect switch were installed. PECO approved metering compartments were mounted adjacent to the 15 kV switch. A 1500 kVA transformer is sized for the entire building load. The transformer feeds a 2000 amp main breaker in a 2000 amp switchboard. The switchboard has custom metering with a 0.5% accuracy minimum and a surge protective device. The switchboard distribution sections feed to the majority of the building which will be described later in the report. There are four mechanical panels that feed various 480/277 volt loads with the first-floor mechanical panels feeding all first floor and rooftop 480/277 volt loads. Transformer N1 is 225 kVA, 480 to 208/120 volt and feeds an 800 amp panel NDPL with an 800 amp frame main circuit breaker. Panel NDPL feeds four 225-amp, 120 pole panels, NGN, NGS, N1N, and N1S. These panels serve the 208/120 volt normal branch circuits throughout the building. Panel RAD1 is an 800 amp main lug only panel located on the ground floor south electrical room and has a minimum of six 250 amp frame breakers that feed the radiation oncology equipment.

 

A 500 kW/625 kVA, 480/277 volt, diesel generator with sound attenuated skin tight exterior enclosure is used for emergency purposes. The main circuit breaker is a 1200 amp frame, 800 amp trip, and 100% rated. The generator has a 2000 gallon skid mounted base tank to provide 48 hours of generator run time. There is a 1200 amp emergency feeder that runs from the generator mounted main circuit breaker to the exterior mounted 1200 amp NEMA 3R switchboard “EM1”. The switchboard is main lug only with three 1200 amp frame, 800 amp trip, 100% rated circuit breakers. These breakers serve the cancer center building, the load bank connection cabinet, and the temporary generator connection cabinet. The cancer center building breaker has a feeder that goes to the building’s emergency distribution switchboard “EDP”. This switchboard fees the elevator equipment branch ATS, equipment branch ATS, critical branch ATS, and life safety branch ATS.

 
Lighting |

The lighting design for the Cancer Center strived to meet all requirements to provide adequate illumination for associated tasks and general lighting in each space. Illumination design criteria for the exterior and interior of the facility was based on the recommended standards per the Illuminating Engineering Society of North America (IESNA) Lighting Handbook and good engineering practice. Influences of glare, task complexity, surface reflectance, ceiling brightness, and area usage all were address when developing the lighting design. Lighting energy power densities were based off the standard from ASHRAE 90.1 and the IECC. Additionally, illumination levels and controls were designed to meet LEED for Healthcare Silver requirements. All lighting utilizes 120V power and all electronic type ballasts utilized to minimize harmonic distortion to less than 10%.

 

The interior lighting design concept utilizes energy efficient lighting solutions to create a relaxing environment for both patients and staff. The design allows for visual acuity while still maintaining occupant comfort. In the perimeter administrative and circulation areas, daylight was a major component of the interior lighting concept providing general illumination through most occupied hours and minimizing energy consumption from electric lighting sources. Photocells are used to dim electrical light sources. Lighting within the house public spaces and waiting areas create an environment that compliments the architecture. Accent lighting on displays, artwork and perimeter walls are provided to create a more visually stimulating environment. All fixtures used throughout this building are LED’s and have dimming drivers for increased flexibility and patient comfort.

 

The exterior lighting includes a combination of building mount and pathway luminaires to provide uniform lighting layout for security and public safety at building entrances and surrounding circulation areas. Garden lighting is also incorporated in the landscaping. All the fixtures are listed with full cut-off optics to minimize sky-glow and visibility glare and to achieve LEED credits. Additionally, all exterior luminaires operate at reduced light output during non-peak time periods to minimize energy consumption.

 

Emergency lighting throughout the Cancer Center is accomplished via strategically located luminaires within corridors, tenant and support spaces. These luminaires are connected to the life-safety branch of the emergency distribution system. At the exterior entrances, the luminaires contain multiple lamp sources in accordance with code to prevent a lamp outage from rendering the egress path dark.

For the public areas and corridors, a centralized lighting control system controls all lighting as required by ASHRAE 90.1 energy code. The control system is remote circuit break panelboards with microprocessor programmable modules. The system has the capability to override programmed time schedules via local overrise switches for housekeeping services. In general, more areas are controlled via local switches and multilevel switching and dimming is incorporated to provide occupant preferred lighting levels in select spaces.

structural.png
Forest Path
Additional Engineering Systems & Engineering Support Systems
Fire Protection|

Fire water supply is extended to the building from a connection to the public water distribution main in the road adjacent to the site. This service enters the building in the ground floor water service room and it is provided with a Double Check Backflow Preventer inside the building for cross-contamination concerns. The building is protected throughout with an automatic sprinkler system in accordance with requirements in IBC Section 903. A single interlock pre-action sprinkler system is provided for the LINAC rooms and MRI rooms. The sprinkler system demand was based on Light Hazard and Ordinary Hazard. A standpipe system was not used since the ground floor level of the highest story is located at less than 30 feet above the lowest level of fire department vehicle access.

 

An electrically supervised, addressable intelligent, manual and automatic, annunciated fire alarm and detection system is provided throughout the building. Initiating devices include sprinkler system water flow and tamper switches, smoke detectors, and manual pull stations. Fire alarm notification appliances are speakers, strobes and combination speaker/strobe devices.

 
Transportation |
Within the North Wing there is one exit stair ad one MRL service elevator. On the South Wing there are two exit stairs and two MRL passenger elevators. The main entrance is located on the east side of the North Wing.
Telecommunications |

With the Cancer Center being a health care facility, telecommunication systems are extremely important. The systems used throughout the building area include:

  • Voice/Data Outlet

  • Poke-Through Floor Box

  • Wireless Access Point

  • Nurse Call Systems

  • Card Readers

All of these systems are connected to the life safety branch panel since it is essential that these systems are constantly powered.

Engineering Support Systems
2018_06_19_EwiAsp116_A.jpg

Building Statistics Part I & II

bottom of page