vision word macro for deltek vision 5.1 web viewthe original post tensioned garage was converted...

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851 Trafalgar Court Parking Garage Consulting Services Maitland, Florida The 851 Trafalgar Court parking garage was originally developed in 1984 as parking for an adjacent office building. In 1989, the garage was damaged due to overloading by a large truck. The original post tensioned garage was converted into a precast prestressed concrete garage by extending the cast in place columns vertically, adding load bearing precast spandrel panels, and then installing a new deck over the existing deck, bearing on the new spandrels. The two deck levels are approximately 30-inches apart. Facility Engineering Associates (FEA) was involved in the due diligence in 2007, however, none of the history of the garage was provided during the due diligence, and as the garage was over the retention pond, no evaluation of the underside of the garage was performed. In May 2009, two double tees at the end of the garage “sank” onto the lower deck level due to deterioration of the bearing stems. FEA was retained to provide evaluation and design services to verify the damage was isolated, and that no additional stems were deteriorating. Utilizing a remote controlled camera system, FEA verified the remaining stems were in good condition, and designed repairs for the deteriorated stems to be repaired from the top. The stems were repaired, and the slab access openings closed, within two months of the original failure. The garage fully re-opened in July of 2009. PRIMARY CLIENT REFERENCE Melissa Hazlewood Senior Vice President 111 N. Orange Avenue Suite 925 Orlando, FL 32801 (407) 872-7887 [email protected] START DATE: April 2007 COMPLETION DATE: December 2009 PROJECT SIZE: 18,000 SQFT VALUE OF CONTRACT: $15,686 CLIENT BENEFITS Unique garage design and failure of two stems created need for unusual evaluation and design Developed top down repair methodology to re-build deteriorated stems Utilized remote controlled camera system to evaluate the remaining double tee stem sections, without having to enter the confined space with limited access Double tee stem repairs were unique design based on existing access conditions and bearing configuration Performed inspections during construction and provided coordination during the repair work SCOPE ITEMS Original due diligence evaluation Evaluation of conditions after failure Construction document

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Page 1: Vision Word Macro for Deltek Vision 5.1 Web viewThe original post tensioned garage was converted into a precast prestressed concrete garage by extending the cast in ... Vision Word

851 Trafalgar Court Parking Garage Consulting ServicesMaitland, Florida

The 851 Trafalgar Court parking garage was originally developed in 1984 as parking for an adjacent office building. In 1989, the garage was damaged due to overloading by a large truck. The original post tensioned garage was converted into a precast prestressed concrete garage by extending the cast in place columns vertically, adding load bearing precast spandrel panels, and then installing a new deck over the existing deck, bearing on the new spandrels. The two deck levels are approximately 30-inches apart. Facility Engineering Associates (FEA) was involved in the due diligence in 2007, however, none of the history of the garage was provided during the due diligence, and as the garage was over the retention pond, no evaluation of the underside of the garage was performed. In May 2009, two double tees at the end of the garage “sank” onto the lower deck level due to deterioration of the bearing stems. FEA was retained to provide evaluation and design services to verify the damage was isolated, and that no additional stems were deteriorating. Utilizing a remote controlled camera system, FEA verified the remaining stems were in good condition, and designed repairs for the deteriorated stems to be repaired from the top. The stems were repaired, and the slab access openings closed, within two months of the original failure. The garage fully re-opened in July of 2009.

PRIMARY CLIENT REFERENCEMelissa HazlewoodSenior Vice President111 N. Orange Avenue Suite 925Orlando, FL 32801(407) 872-7887 [email protected]

START DATE: April 2007COMPLETION DATE: December 2009

PROJECT SIZE: 18,000 SQFTVALUE OF CONTRACT: $15,686

CLIENT BENEFITS Unique garage design and failure

of two stems created need for unusual evaluation and design

Developed top down repair methodology to re-build deteriorated stems

Utilized remote controlled camera system to evaluate the remaining double tee stem sections, without having to enter the confined space with limited access

Double tee stem repairs were unique design based on existing access conditions and bearing configuration

Performed inspections during construction and provided coordination during the repair work

SCOPE ITEMS

Original due diligence evaluation Evaluation of conditions after

failure Construction document

preparation Bidding assistance Contract administration services Construction Monitoring Remote camera evaluation of

remaining bearing conditions