News Releases






News Releases



 

NEWS RELEASE
July 3, 2007


Matthew Michalek, L.R. Costanzo Co.
Phone (570) 346-8751
Email: matthew.michalek@lrcostanzo.com
FOR IMMEDIATE RELEASE

Lackawanna County Courthouse…Renovated from the Inside Out

As work continues to progress on Lackawanna County’s Courthouse, the County’s construction management firm, L.R. Costanzo Company, is pleased to report that the structural components of the courthouse have been reinforced, improved, and made ready for the next phase.

“We are very excited to report that phase one of the Courthouse renovation project is nearing structural rehabilitation completion.   Our team was able to pull everyone together to bolster the structural integrity, finalize most of the demolition work, and prepare the way for the completion of phase one,” comments Matthew Michalek, Vice President of Operations, L.R. Costanzo Company.  “So many bridges have been crossed in this phase.  Working on such a historically significant building requires careful planning and execution. Thankfully, historical renovation is one of the hallmarks of our company.”

In order to begin the masterful renovation of the city’s beloved courthouse, the supporting structures, or “bones,” had to be strengthened.  This called for sound structural and geotechnical engineering direction.   

To accommodate the courthouse’s new floor plan, an additional series of structural modifications ensued.   Huge, two-story, interior stone bearing walls had to be entirely removed in order to create a larger Central Court on the building’s first floor.  These walls were actually “vaults” that began in the basement and reached up to the second floor and were 2’ thick.  One vault supported the first floor while the second vault supported the second floor. 
Needless to say, the nature of renovating these rock and rubble bearing walls provided a considerable challenge to the team of architects, engineers and construction workers.  The old existing rock wall, delicately being held together by 100 + year old mortar, had to be removed, while the 2nd floor courtrooms were to be left intact.  "Because of the inevitability of rocks and debris falling while cutting, the delicate process had to be approached in such a way which wouldn't disturb the remainder of the building structure,” explained Rich Scheller, President of Geo-Science Engineering, Co., Inc.  

Highland Associates, Lackawanna County’s structural engineer, had previously identified structural damage to the building’s interior bearing walls. These 2’ thick walls were damaged significantly due to prior renovations to the building.  Testament to the original craftsmanship, even though damage had occurred during renovations over the last century, the overall integrity of the interior walls and the 3’ thick exterior walls, which are 30’ deep, stood the test of time. 

Highland Associates structural engineering department designed intricate structural solutions to all of the areas affected by both the floor plan changes and the damage repair.  They brought to the team Keast & Hood Engineering, to assist in the design of elaborate shoring and support systems to execute these structural modifications. 

Due to its vast experience in historical structure renovation, the Keast & Hood Engineering firm, founded in 1912 and well known in the Philadelphia area for its work on such historic structures as Independence Hall, was put to task.  

Along with revising the floor plan, an additional floor level needed to be created in order to support the building’s air conditioning systems, which will be installed in the courthouses’ attic directly over the courtrooms.    

This massive super structure extends over more than half of the building’s third floor and had to be brought in piece by piece through the windows of the courthouse and erected together by Northeast Steel, the project’s structural contractor.

During the installation of the underground plumbing systems it was discovered that major settlement, 3-4’ deep voids, had occurred underneath the concrete slabs in the basement.  To rectify this situation, Highland’s team designed a plan to temporarily remove the support of about 70% of the existing dirt floor that was under the concrete slabs in the basement and replace them with an intricate structure of steel “I” beams, covered with concrete.  These new, structurally supported slabs run from bearing wall to bearing wall, making the foundational support of the courthouse immovable.

As structural reinforcement continued, workers discovered that a portion of the existing stone foundation on the front entrance also indicated deterioration.  Keast & Hood and Geo-Science Engineering were again called in to consult.
    
Initial involvement focused upon the shoring of four of the courthouse’s entryway columns.  The eroding columns required support and needed to be extended 2 feet below their existing placement. The shoring needed to bear a total weight of approximately 400,000 pounds.  The process of supporting the columns required the temporary transfer of weight from one element to another; thereby allowing the eroding columns to be restored in their original placement.

The overriding goal was to preserve the historic main entrance with its majestic columns, and allow it to be accessible at ground-level.  According to Rich Scheller, “We established extremely stringent and tight criteria because we wanted to preserve the integrity of the structure.” 

What’s Next?
The entire layout of the county’s jewel will be changed…starting with its entrance.  Instead of ascending a flight of stairs to enter the building on the first floor, visitors will now enter the handicapped-accessible foyer at ground level.  L.R. Costanzo Construction’s vast experience in stone masonry, accomplished with stunning old world Italian craftsmanship, has lent itself nicely to the intricate renovation of the courthouse’s historic front entrance.  The company’s stone mason artisans’ expertise will be immediately appreciated by visitors as they step into a grand atrium lobby reaching two floors in height.  The lobby also showcases a custom-created glass wall, featuring county landmarks designed by a local artist. 

A separate prisoner entrance, called a “SALLY Port,” will insure the safety and protection of courthouse visitors.  Prisoners will be driven through the “u”-shaped drive, to be situated on the Adams Avenue side, directly into a secured area where new holding cells and a private, prisoner-only elevator will be located.  This will ensure public safety to both visitors and employees of the County. Matthew Michalek also noted that the security upgrades to the building and site will start at the curb and work their way right into the bones of the building.  These upgrades include site hardening with electronic surveillance, secured access doors with card readers, new x-ray screening equipment and new pass-walk-through metal detectors.    

Additionally, new overall systems include new heating, ventilating, and air condition (HVAC) systems, two exterior pad mounted cooling towers, new 2000 amp electrical distribution which includes new emergency backup generators to provide secondary power for critical building systems, the new plumbing system will now provide 8” combination water/fire protection services which aids a protection system that will defend all floors of the building.  

The historic courtrooms will be completely repaired and refinished; bringing them back to their former glory.  There will be ornamental ceiling repairs, fabric reconstruction, and millwork restoration.  The number of courtrooms will go from five to seven.  A new criminal courtroom is being constructed on the third floor, while central court, formerly housed in the courthouse annex, will be moved to the ground floor.

A Boost for the Economy
All of this work continues to have an impact on the local economy.   With over 50 tradesmen working in the city each day, the downtown has seen increased traffic in eateries, coffee shoppes, and parking.  Materials are being purchased locally and the contractors are local contractors. According to County Commissioner Robert C. Cordaro, We are turning this grand structure from what was nothing short of a Haz-Mat site to the corner stone of City life and County development. We are very pleased with the professional team that is making it all happen.”

Working Together
Project Manager Carl Pettinato of CEP Services states, “The renovation project of this courthouse is not your typical project as the building is over 100 years old and the means and methods used to initially construct the facility were quite the opposite of the means and methods used today.  As an example, the original front entrance columns were not steel or concrete but a blue stone encased with lime stone.

The basement floor construction was of various materials and methods including wood, steel and concrete.  Soil conditions under the foot print of the building was peat which settled over the years causing voids under the floor.  Concerned that reinforcing the floor and columns would be extensively expensive, the project team members discussed the options to stabilize the conditions and resolved the issue at less than half of the anticipated costs. 

The project team members: L.R. Costanzo Company, Highland Associates, Geo-Science Engineering Company, and various contractors are to be commended for their efforts to control cost and maintain schedules as these issues arise.”

The synergy between Costanzo, CEP, Highland, and the County has been excellent.  This team has all the expertise and experience to successfully bind the seams of this project together.

Editor’s Note
For more than 60 years, the Costanzo family’s construction business has served as a leading provider of construction services in the Northeastern, South Central and Southeastern Pennsylvania areas. The L.R. Costanzo Company is guided by their mission to complete every project by the principals of quality, integrity, strong performance and concern for the client’s objectives.
 

Fun Facts:

  • Eight (8) sections of load bearing masonry walls removed from the basement and first floors to support the new floor plan.
  • Fourteen (14) tons of steel I-beams were used for additional floor support.
  • Approximately 5,000 square feet of basement concrete floor sections were removed from repairs.
  • Eight (8) flights of stairs were removed to accommodate the new elevator shaft in the center of the building.
  • Workers removed approximately 350 tons of debris from the building.
  • Approximately 125 wall openings were cut into stone walls to accommodate the new doors, ductwork, etc. 
  • New meter vault and 8” water main installed to support the combination potable water service and fire protection system.
  • New primary electrical duct bank and gear installed to support new 2,000 amp electrical service.
  • Electrical rough in-in and wall openings made to accommodate three of the five new wheel chair lifts for the Phase I of the project.