
COMMISSION AGENDA
Tay Yoshitani, Chief Executive Officer
June 8, 2011
Page 2 of 5
extensive network of cracks and spalling occurring on Floors 7 and 8. Cracking between the
decks has allowed water to infiltrate lower floors causing lime damage on customer vehicles and
requiring Port staff to close sections of the garage. The garage post-tensioned structural system
is also subjected to the attritional effects of water intrusion and would continue to be at risk
without installing a new 8
th
Floor weatherproof membrane. Without the improvements, the Port
would be risking future revenues, jeopardize existing operational stalls, and put at risk one of its
most valuable assets.
BACKGROUND:
The 8th Floor Weather Proofing project is the first, and most highly prioritized, of a series of
projects intended to rehabilitate, seismically stabilize, and extend the lifespan of the main
parking garage and service tunnel at the airport. The 8
th
Floor Weather Proofing effort was
considered most critical to stabilizing deterioration of the parking garage structure. This project,
and those that will follow seek to extend the lifespan of these valuable Port assets.
PROJECT DESCRIPTION/SCOPE OF WORK:
Project Statement:
Project will weatherproof the 8
th
floor (roof) of the airport main parking garage.
Project Objectives:
Minimize capital costs and minimize future operating costs
Provide a solution that has an effective life of 10 or more years with scheduled maintenance
Preserve and protect a revenue generating Port asset
Eliminate water infiltration from deck level into elevator lobbies
Improve customer service by restoring parking capacity (180 spaces) taken out of service due
to water infiltration and damage to vehicle finishes
Provide a safe and functional facility that performs reliably, requires minimal maintenance,
and generates maximum revenue
Scope of Work:
The 8
th
Floor Weather Proofing project will include the following elements:
Removal and replacement of 599,000 square feet of failing roof membrane with more
durable materials. The current membrane, which is between 11 and 20 years old (depending
on location), has delaminated, decomposed, or been peeled, cut, burned or gouged and is now
leaking.
Rout and seal all cracks over a certain size, install drains to minimize ponding, and conduct
other measures to minimize leaking at various locations.
Remove and replace or upgrade 2,000 feet of existing expansion joints, moving to a common
design standard if possible.