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PORTLAND STATE UNIVERSITY
PETER W. STOTT CENTER BUILDING NUMBER: PSC
FACILITY CONDITION ANALYSIS
MAY 15, 2008
PORTLAND STATE UNIVERSITY Facility Condition Analysis
TABLE OF CONTENTS Section 1: GENERAL ASSET INFORMATION
A. Asset Executive Summary.........................................................................................................1.1.1 B. Asset Summary..........................................................................................................................1.2.1 C. Inspection Team Data................................................................................................................1.3.1 D. Facility Condition Analysis - Definitions ....................................................................................1.4.1
1. Report Description ..............................................................................................................1.4.1 2. Project Classification...........................................................................................................1.4.2 3. Project Subclass Type ........................................................................................................1.4.2 4. Priority Class / Sequence ...................................................................................................1.4.2 5. Priority Class .......................................................................................................................1.4.3 6. City Index Material / Labor Cost / Cost Summaries...........................................................1.4.3 7. Project Number ...................................................................................................................1.4.4 8. Photo Number .....................................................................................................................1.4.4 9. Life Cycle Cost Model Description and Definitions ............................................................1.4.4 10. Category Code....................................................................................................................1.4.5
E. Category Code Report...............................................................................................................1.5.1 Section 2: DETAILED PROJECT SUMMARIES AND TOTALS
A. Detailed Project Totals – Matrix with FCNI Data and Associated Charts ................................2.1.1 B. Detailed Projects by Priority Class / Priority Sequence ............................................................2.2.1 C. Detailed Projects by Cost within range [ $0 - < $100,000 ] ......................................................2.3.1 D. Detailed Projects by Cost within range [ > $100,000 - < $500,000 ]........................................2.3.2 E. Detailed Projects by Cost within range [ > $500,000]...............................................................2.3.3 F. Detailed Projects by Project Classification................................................................................2.4.1 G. Detailed Projects by Project Subclass - Energy Conservation.................................................2.5.1 H. Detailed Projects by Category / System Code..........................................................................2.6.1
Section 3: SPECIFIC PROJECT DETAILS ILLUSTRATING DESCRIPTION / COST ............................3.1.1 Section 4: DRAWINGS / PROJECT LOCATIONS Section 5: LIFE CYCLE MODEL SUMMARY AND PROJECTIONS
A. Building Component Summary..................................................................................................5.1.1 B. Expenditure Projections.............................................................................................................5.2.1
Section 6: PHOTOGRAPHIC LOG.............................................................................................................6.1.1
Portland State University ISES Facility Condition Analysis
A. EXECUTIVE SUMMARY - PETER W. STOTT CENTER
Priority 1:
Priority 2:
Priority 3:
Priority 4:
$0 $6,928
$9,939,648 $1,430,548
Total Project Costs: $11,377,124
Facility Replacement Cost: $41,684,295
Facility Condition Needs Index (FCNI): 0.27
Project Costs by Priority
PSCPETER W. STOTT CENTER
1966
201,935
Building Code:Building Name:Year Built:
Gymnasium / Athletics Building Use:Square Feet:
ReplacementIndicated (Unless Historic)
0.60Poor Condition (Tot. Ren. Req) 0.50Below Ave. Condition (Major Ren. Req)
0.30Fair Condition (Normal Ren. Req.)
0.20Good Condition (Maintained within Life Cycle) 0.10Excellent Condition (Typically New Construction)
FCNI Scale
(Project Costs / Replacement Cost)
$6.69 Average Annual Renewal Cost per SqFt
Life Cycle Model Expenditure Projections
Renewal Costs in Dollars
1.1.1
PORTLAND STATE UNIVERSITY Facility Condition Analysis Section One
1.2.1
B. ASSET SUMMARY The Peter W. Stott Center at Portland State University was constructed in 1966. This two-story brick building lies along the southwest boundary of the campus, to the south of the Millar Library. It contains rooftop tennis courts and a running track, as well as two basketball gymnasiums, racquetball and squash courts, a swimming pool, and locker rooms. It also houses various offices and administrative support areas. The partial basement contains the pool equipment room. This facility is reported to comprise 201,935 gross square feet. Information for this report was gathered during a site visit on February 19, 2008. SITE This urban site is adequately landscaped with planting beds and ornamental trees. Although most perimeter sidewalks and plazas are in acceptable condition, the damaged concrete at the southwest entrance should be replaced to eliminate potential pedestrian tripping hazards. There is no dedicated parking directly associated with this facility. EXTERIOR STRUCTURE The brick facades of this 1966 structure are still in good overall condition, as are the exterior personnel doors. However, the exterior glazing is generally single-glazed and / or makeshift. To lower energy consumption, install new thermal pane glazing on all elevations. The relatively new membrane roof on the main gymnasium is currently in satisfactory condition, with no apparent roof leaks. However, the roof plaza is reportedly leaking. To address this issue, resurface and / or seal the existing roof plaza with a modern sundeck application. The tennis courts have been recently resurfaced and are currently adequate. In addition, no upgrades are presently being recommended for the rooftop running track. However, the steel superstructure for the awning over these areas is rusting and there is paint flaking in various locations, such as the exterior walls of the penthouse mechanical space. To improve the general appearance of this recreation area, clean off accumulated dirt and debris. Then prep and repaint the awning support beams, etc. INTERIOR FINISHES / SYSTEMS Interior paint finishes are still in satisfactory condition, although cyclical repainting should continue as part of routine building maintenance. The flaking paint on the HVAC trunking in the locker rooms should also be cleaned and repainted during routine maintenance activities. The lay-in and adhered ceiling systems in interior spaces are also adequate at this time. In addition, interior doors are generally in good working order, although most are still fitted with non-compliant door hardware that is being addressed as part of the accessibility recommendations detailed below.
PORTLAND STATE UNIVERSITY Facility Condition Analysis Section One
1.2.2
The food prep counter in the concessions area is inadequate and dilapidated. As part of the accessibility recommendations detailed below, this unit should be upgraded and extended. The new millwork should conform to modern accessibility standards and should be relocated at a compliant distance from the electrical panel. The ceramic tile floors in the restrooms are generally adequate, as are the hardwood floors in both basketball courts. In addition, modern 12 x 12 vinyl tile applications are not expected to require significant capital outlay (other than routine maintenance) over the next ten-year period. However, existing carpeting will probably reach the end of its useful life within the next five years, and the hardwood floor in dance studio (room 207) needs refinishing. In addition, the sub-floor is failing in the strength conditioning center and should be replaced with a stronger floor system designed for the current use of this space. It is also recommended that the cracked concrete floors in the service areas near the laundry be repaired and sealed with a slip resistant coating. The 9 x 9 vinyl tile in this building is generally in acceptable condition, but is suspected to contain asbestos. This issue is being addressed under the health recommendations detailed below. The floor and ceiling finishes of the racquetball and squash courts are showing their age, and the vinyl tile floors in these spaces have deteriorated. Modernize these courts by installing new maple flooring that is properly striped. Also, repair / repaint interior wall and ceiling finishes. Water appears to be leaching into the pool equipment room from the pool (or from pool overspill). Clean and dampproof the basement walls in this location to address this problem. It may also be necessary to implement recommendations as outlined in the pool structural assessment report which the university has already obtained. ACCESSIBILITY This building has a recently installed accessible passenger elevator, as well as a percentage of lever door hardware. In addition, most restrooms and locker rooms have been adequately adapted for handicapped access, and room signage is generally compliant. In addition, some stair handrails have adequate extensions. However, additional ADA upgrades are needed to improve overall compliance with modern accessibility standards. The towel dispensary service counter has a lowered grille for adequate handicapped access, but the concessions and ticket counters are not ADA compliant. Lower portions of at least one counter in each location to facilitate handicapped access. As part of this effort, also replace the inadequate and dilapidated concession prep area millwork with accessible cabinetry. Most interior doors lack accessible door hardware. To improve compliance, as well as access, install lever hardware where it is lacking. In conjunction with these ADA improvements, also add a compliant ramp at one of the stepped entrances to the dance studio (room 207). The faculty men’s locker room is not accessible, and at least one of the small restrooms on the first floor (east end) should be renovated to create a fully accessible unisex facility. Make necessary alterations to create a compliant locker room and unisex restroom. Also, upgrade dilapidated drinking fountains throughout the building, with new dual-level units located in code-compliant alcoves. Unless adequate funding is available, remove the non-compliant telephones near the main entrance. As part of routine building maintenance, also insulate exposed piping beneath accessible sink units.
PORTLAND STATE UNIVERSITY Facility Condition Analysis Section One
1.2.3
Although some handrail / guardrail systems conform to current ADA and fire / life safety standards, others do not. To improve both safety and compliance, replace non-compliant handrails with new graspable rails with adequate extensions. Where needed, install new guardrails that meet modern height and sphere test specifications. Those guardrails that have adequate height should be infilled to meet current sphere test requirements. As part of this effort, also replace worn stair nosings with new abrasive nosings and / or slip resistant stair finishes. HEALTH No significant health hazards were identified during the walk-through of this facility. However, it is recommended that the 9 x 9 vinyl floor tile (and associated mastic) be tested for asbestos content and abated accordingly. Then install new vinyl composite tile (or other suitable floor finish). Suspected asbestos containing material (ACM) is noted on the original HVAC piping insulation located in the mechanical rooms. A cost estimate was provided for abatement of suspected ACM. FIRE / LIFE SAFETY As noted above, open guardrail systems should be infilled to prevent small objects or children from slipping through. In addition, building occupants should be more diligent in keeping equipment or other obstructions out of emergency egress pathways in the gymnasiums and range room. This facility is monitored by an addressable Silent Knight fire alarm system that features xenon strobes, audible annunciators, smoke / heat detectors, duct smoke detectors and fire pulls. The main fire alarm panel resides in the electrical room 168, and the fire alarm annunciator panel is located on the first floor lobby area near room 201. The fire alarm system and devices are properly installed in compliance with the current NFPA code. No upgrade is warranted at this time. Additional protection for the gymnasium is provided by a wet pipe fire sprinkler system. A dry pipe fire sprinkler serves the tennis court area located on the roof. The building fire sprinkler system is equipped with fusible link sprinkler heads. The statistical life cycle for a sprinkler head is approximately twenty years. Scale can accumulate inside the head and cause it to malfunction when needed. It is recommended that the original fusible link sprinkler heads be replaced to ensure that proper protection is available. Emergency exits are indicated by aging / damaged compact fluorescent exit signs connected to the generator power. A few tritium exit signs were observed. In an effort to modernize the facility, replacement of the original compact fluorescent exit signs with LED-type units is recommended. Install additional units to comply with current code. LED exit signs are recommended for their energy efficiency and low maintenance features. The path of egress illuminated by select interior light fixtures connected to the building emergency network. Emergency lighting in the weight rooms are provided by battery backup, dual-beam emergency lighting units. Based on the daytime inspection, visual assessment of the emergency lighting illumination level was not easily identified. It is assumed there is proper emergency egress illumination level.
PORTLAND STATE UNIVERSITY Facility Condition Analysis Section One
1.2.4
Additionally, the natural gas main does not have an automatic shutoff valve. Seismic gas shutoff valves are devices designed to automatically shut off the supply of natural gas to a building to prevent a fire or explosion due to accumulation of gas within the building in the event of a major earthquake. The installation of a seismic shutoff valve is recommended. HVAC The primary heating mediums is steam supplied from the central plant. There is minimal comfort cooling available. Air distribution is provided by aging, heating and ventilating constant volume air handling units. The original HVAC equipment is at the end of its useful service life. A complete redesign and replacement of the original HVAC system is recommended. Demolish and dispose of existing equipment. Install a new modern HVAC system with variable air volume (VAV) and constant volume air distribution as needed. This includes new air handlers, ductwork, terminal units, heat exchangers, pumps, piping, controls, and electrical connections. Specify direct digital controls (DDC) for the new equipment. Incorporate variable frequency drives (VFD) into the new HVAC design as applicable. Cost estimate includes the installation fee for piping in chilled water from the central plant. ELECTRICAL High voltage power is reduced through a substation located in the first floor electrical room 168. The 750 kilovolt amp, dry-type service entrance transformer and related 1600 amp, three-phase, four-wire 480/277 volt switchboard are timeworn and at the end of their useful service life. Replacement of the switchboard and transformer is recommended within the next five years. Lighting and mechanical equipment are connected to the 480/277 volt panelboards. Secondary dry-type transformers reduce the 480/277 volt down to 208/120 volt system for receptacle and miscellaneous low voltage power requirement. The building electrical network has been in service for over forty years. Aging components, such as the circuit breakers, serve as potential fire hazards if they fail to open a circuit in an overload or short circuit condition. Additionally, the outlets and light switches are timeworn and their integrity is questionable. Remove existing aged electrical components and branch circuitry. Install new power panels, switches, raceways, conductors, and devices. Provide molded case, thermal magnetic circuit breakers and HACR circuit breakers for HVAC equipment. Redistribute electrical loads to the appropriate areas in order to ensure safe and reliable power to building occupants. Provide ground fault circuit interrupter (GFCI) protection where required, and clearly label all panels for circuit identification. Two electrical upgrade projects have been recommended for replacement of the secondary distribution system and electrical repairs. Emergency power is supplied from the generator located at the central plant. The related automatic transfer switch is in good condition and should remain serviceable for the scope of this report. No upgrade to the emergency power is required. PLUMBING Backflow preventers prevent cross-contamination on the incoming municipal and fire water mains. Domestic potable water is fed to the building through original copper and some galvanized piping, with sanitary and storm drainage conveyed by cast-iron, bell-n-spigot piping network. Both piping systems are
PORTLAND STATE UNIVERSITY Facility Condition Analysis Section One
1.2.5
recommended for replacement, since they are at the end of their useful service life. Failure to replace the water and drain piping will result in frequent leaks and escalating maintenance costs. Replacement is recommended within the next ten years. Sewage ejector and sump pumps were observed in the first floor tunnel area. They appear timeworn and the scheduled replacement is recommended within the next ten years. The original plumbing fixtures consist of non-water conserving-type units, equipped with automatic flush assemblies. The chrome fixture components are worn and some damaged. No vacuum breakers were observed on the original utility sinks. Replacement of the original plumbing fixtures is recommended. Domestic hot water is provided a steam to hot water converter, located in the first floor tunnel area. This converter is equipped with a storage tank and insulated with suspected ACMs. Based on its condition, replacement is recommended. Install an instantaneous steam to hot water converter. VERTICAL TRANSPORTATION Vertical transportation between the first and roof floor is provided by a new hydraulic elevator installed approximately in 2003. It is ADA compliant and in good condition. No upgrade is deemed necessary. Note: The deficiencies outlined in this report were noted from a visual inspection. ISES engineers and architects developed projects with related costs that are needed over the next ten-year period to bring the facility to “like-new” condition. The costs developed do not represent the cost of a complete facility renovation. Soft costs not represented in this report include telecommunications, furniture, window treatment, space change, program issues, relocation, swing space, contingency, or costs that could not be identified or determined from the visual inspection and available building information. However, existing fixed building components and systems were thoroughly inspected. The developed costs represent correcting existing deficiencies and anticipated life cycle failures (within a ten-year period) to bring the facility to modern standards without any anticipation of change to facility space layout or function. Please refer to Section Three of this report for recommended Specific Project Details.
PORTLAND STATE UNIVERSITY Facility Condition Analysis Section One
1.3.0
C. INSPECTION TEAM DATA
DATE OF INSPECTION: February 19, 2008 INSPECTION TEAM PERSONNEL:
NAME POSITION SPECIALTY
Imelda Bacate Project Engineer Mechanical / Electrical / Plumbing / Energy / Fire Safety / Life Safety / Health
Richard Gadd Facility Analyst Interior Finishes / Exterior / ADA-Handicapped Accessibility / Site / Fire Safety / Life Safety / Health
Rob Gasaway Facility Analyst Interior Finishes / Exterior / ADA-Handicapped Accessibility / Site / Fire Safety / Life Safety / Health
Mike Sabo Project Engineer Mechanical / Electrical / Plumbing / Energy / Fire Safety / Life Safety / Health
Norm Teahan, AIA Project Architect Interior Finishes / Exterior / ADA-Handicapped Accessibility / Site / Fire Safety / Life Safety / Health
FACILITY CONTACTS: NAME POSITION Ken Irwin Plant Operations Manager REPORT DEVELOPMENT: Report Development by: ISES CORPORATION 2165 West Park Court Suite N Stone Mountain, GA 30087 Contact: Michael Sabo, Project Manager 770-879-7376
PORTLAND STATE UNIVERSITY Facility Condition Analysis Section One
1.4.1
D. FACILITY CONDITION ANALYSIS - DEFINITIONS The following information is a clarification of Asset Report Sections using example definitions. 1. REPORT DESCRIPTION Section 1: Asset Executive Summary, Asset Summary, and General Report Information Section 2: Detailed Project Summaries and Totals
A. Detailed Project Totals – Matrix with FCNI Data and Associated Charts B. Detailed Projects by Priority Class / Priority Sequence C. Detailed Projects by Cost within range [ $0 - < $100,000 ] D. Detailed Projects by Cost within range [ > $100,000 - < $500,000 ] E. Detailed Projects by Cost within range [ > $500,000 ] F. Detailed Projects by Project Classification G. Detailed Projects by Project Rating Type - Energy Conservation H. Detailed Projects by Category / System Code
FCNI = Facility Condition Needs Index, Total Cost vs. Replacement Cost. The FCNI provides a life cycle cost comparison. Facility replacement cost is based on replacement with current construction standards for facility use type, and not original design parameters. This index gives the college a comparison within all buildings for identifying worst case / best case building conditions.
Deferred Maintenance / Modernization + FCNI = Capital Renewal + Plant Adaption Plant / Facility Replacement Cost Section 3: Specific Project Details Illustrating Description / Cost Section 4: Drawings with Iconography
The drawings for this facility are marked with ICONS (see legend), denoting the specific location(s) for each project. Within each ICON is the last four characters of the respective project number (e.g., 0001IS01 is marked on plan by IS01). There is one set of drawings marked with ICONS representing all priority classes (1, 2, 3, and 4).
Section 5: Life Cycle Model Summary and Projections Section 6: Photographic Log
PORTLAND STATE UNIVERSITY Facility Condition Analysis Section One
1.4.2
2. PROJECT CLASSIFICATION
A. Plant / Program Adaption: Expenditures required to adapt the physical plant to the evolving needs of the institution and to changing codes or standards. These are expenditures beyond normal maintenance. Examples include compliance with changing codes (e.g. accessibility), facility alterations required by changed teaching or research methods, and improvements occasioned by the adoption of modern technology (e.g., the use of personal computer networks).
B. Deferred Maintenance: Refers to expenditures for repairs which were not accomplished as a part of
normal maintenance or capital repair which have accumulated to the point that facility deterioration is evident and could impair the proper functioning of the facility. Costs estimated for deferred maintenance projects should include compliance with applicable codes, even if such compliance requires expenditures beyond those essential to affect the needed repairs. Deferred maintenance projects represent catch up expenses.
C. Capital Renewal: A subset of regular or normal facility maintenance which refers to major repairs or
the replacement / rebuilding of major facility components (e.g., roof replacement at the end of its normal useful life is capital repair; roof replacement several years after its normal useful life is deferred maintenance).
3. PROJECT SUBCLASS TYPE
A. Energy Conservation - Projects with energy conservation opportunities, based on simple payback analysis.
4. PRIORITY SEQUENCE BY PRIORITY CLASS (Shown in Sections 2 and 3) All projects are assigned both a Priority Sequence number and Priority Class number for categorizing
and sorting projects based on criticality and recommended execution order. Example:
PRIORITY CLASS 1
CODE PROJECT NO. PRIORITY SEQUENCE HV2C 0001HV04 01 PL1D 0001PL02 02
PRIORITY CLASS 2
CODE PROJECT NO. PRIORITY SEQUENCE IS1E 0001IS06 03 EL4C 0001EL03 04
PORTLAND STATE UNIVERSITY Facility Condition Analysis Section One
1.4.3
5. PRIORITY CLASS (Shown in Sections 2 and 3) PRIORITY 1 - Currently Critical (Immediate) Projects in this category require immediate action to: a. return a facility to normal operation b. stop accelerated deterioration c. correct a cited safety hazard PRIORITY 2 - Potentially Critical (Year One) Projects in this category, if not corrected expeditiously, will become critical within a year. Situations in
this category include: a. intermittent interruptions b. rapid deterioration c. potential safety hazards PRIORITY 3 - Necessary - Not Yet Critical (Years Two to Five) Projects in this category include conditions requiring appropriate attention to preclude predictable
deterioration or potential downtime and the associated damage or higher costs if deferred further. PRIORITY 4 - Recommended (Years Six to Ten) Projects in this category include items that represent a sensible improvement to existing conditions.
These items are not required for the most basic function of a facility; however, Priority 4 projects will either improve overall usability and / or reduce long-term maintenance.
6. COST SUMMARIES AND TOTALS
The cost summaries and totals are illustrated by Detailed Projects sorted in multiple formats (shown in Sections 2 and 3). City Index material / labor cost factors: (shown in Sections 2 and 3) Cost factors are based on the Portland City Index and are adjusted for material and labor cost factors (2008). Refer to the project related labor report found later in this section.
Global Markup Percentages
R.S. MEANS
Local Labor Index: 102.7 % of National Average Local Materials Index:
101.8 % of National average
General Contractor Markup: 20.0 % Contractor profit & overhead, bonds & insurance Professional Fees: 16.0 % Arch. / Eng. Firm design fees and in-house design
cost
PORTLAND STATE UNIVERSITY Facility Condition Analysis Section One
1.4.4
7. PROJECT NUMBER (Shown in Sections 2 and 3) Example: Project Number = 0001-EL-04 (unique for each independent project)
0001 - Building Identification Number EL - System Code, EL represents Electrical 04 - Sequential Assignment Project Number by Category / System
8. PHOTO NUMBER (Shown in Section 6)
A code shown on the Photographic Log identifies the building number, photo sequence, and architect, engineer, or vertical transportation.
Example: 0001006e
Building Number
0001
Photo Sequence
006
Arch / Eng / VT e
9. LIFE CYCLE COST MODEL DESCRIPTION AND DEFINITIONS (Shown in Section 5)
Included in this report is a Life Cycle Cost Model. This model consists of two elements, one is the component listing (starting on page 5.1.1) and the other is the Life Cycle Cost Projections Graph (page 5.2.1). The component list is a summary of all major systems and components within the facility. Each indicated component has the following associated information:
Uniformat Code This is the standard Uniformat Code that applies to the component Component Description This line item describes the individual component Qty The quantity of the listed component Units The unit of measure associated with the quantity Unit Cost The cost to replace each individual component unit (This cost is in today’s
dollars) Total Cost Unit cost multiplied by Quantity, also in today’s dollars. Note that this is a
one time renewal / replacement cost Install Date Year that the component was installed. Where this data is not available, it
defaults to the year the asset was constructed Life Exp Average life expectancy for each individual component
The component listing forms the basis for the Life Cycle Cost Projections Graph shown on page 5.2.1. This graph represents a projection over a fifty-year period (starting from the date the report is run) of expected component renewals based on each individual item’s renewal cost and life span. Some components might require renewal several times within the fifty-year model, while others might not occur at all. Each individual component is assigned a renewal year based on life cycles, and the costs for each item are inflated forward to the appropriate year. The vertical bars shown on the graph represent the accumulated (and inflated) total costs for each individual year. At the bottom of the graph, the average annual cost per gross square foot ($/GSF) is shown for the facility. In this calculation, all costs are not inflated. This figure can be utilized to assess the adequacy of existing capital renewal and repair budgets.
PORTLAND STATE UNIVERSITY Facility Condition Analysis Section One
1.4.5
10. CATEGORY CODE (Shown in Sections 2 and 3) Refer to the following Category Code Report. Example: Category Code = EL5A EL = System Description 5 = Component Description A = Element Description
CATEGORY CODE SYSTEM DESCRIPTION AC1A - AC4B ACCESSIBILITY EL1A - EL8A ELECTRICAL ES1A - ES6E EXTERIOR STRUCTURE FS1A - FS6A FIRE / LIFE SAFETY HE1A - HE7A HEALTH HV1A - HV8B HVAC IS1A - IS6D INTERIOR FINISHES / SYSTEMS PL1A - PL5A PLUMBING SI1A - SI4A SITE SS1A - SS7A SECURITY SYSTEMS VT1A - VT7A VERTICAL TRANSPORTATION
PORTLAND STATE UNIVERSITY Facility Condition Analysis Section One
1.5.1
CATEGORY CODE REPORT
CODE
COMPONENT DESCRIPTION
ELEMENT DESCRIPTION
DEFINITION
SYSTEM DESCRIPTION: ACCESSIBILITY
AC1A SITE STAIR AND RAILINGS Includes exterior stairs and railings which are not part of the building entrance points.
AC1B SITE RAMPS AND WALKS Includes sidewalks, grade change ramps (except for a building entrance), curb ramps, etc.
AC1C SITE PARKING Designated parking spaces including striping, signage, access aisles and ramps, etc.
AC1D SITE TACTILE WARNINGS Raised tactile warnings located at traffic crossing and elevation changes.
AC2A BUILDING ENTRY GENERAL Covers all aspects of entry into the building itself including ramps, lifts, doors and hardware, power operators, etc.
AC3A INTERIOR PATH OF TRAVEL LIFTS/RAMPS/ ELEVATORS
Interior lifts, ramps and elevators designed to accommodate level changes inside a building. Includes both installation and retrofitting.
AC3B INTERIOR PATH OF TRAVEL STAIRS AND RAILINGS Upgrades to interior stairs and handrails for accessibility reasons.
AC3C INTERIOR PATH OF TRAVEL DOORS AND HARDWARE Accessibility upgrades to the interior doors including widening, replacing hardware power, assisted operators, etc.
AC3D INTERIOR PATH OF TRAVEL SIGNAGE Interior building signage upgrades for compliance with ADA.
AC3E INTERIOR PATH OF TRAVEL RESTROOMS/ BATHROOMS
Modifications to and installation of accessible public restrooms and bathrooms. Bathrooms, which are an integral part of residential suites, are catalogued under HC4A.
AC3F INTERIOR PATH OF TRAVEL DRINKING FOUNTAINS Upgrading/replacing drinking fountains for reasons of accessibility.
AC3G INTERIOR PATH OF TRAVEL PHONES Replacement/modification of public access telephones.
AC4A GENERAL FUNCTIONAL SPACE MODIFICATIONS
This category covers all necessary interior modifications necessary to make the services and functions of a building accessible. It includes installation of assistive listening systems, modification of living quarters, modifications to laboratory workstations, etc. Bathrooms, which are integral to efficiency suites, are catalogued here.
AC4B GENERAL OTHER All accessibility issues not catalogued elsewhere.
SYSTEM DESCRIPTION: ELECTRICAL
EL1A INCOMING SERVICE TRANSFORMER Main building service transformer.
EL1B INCOMING SERVICE DISCONNECTS Main building disconnect and switchgear.
EL1C INCOMING SERVICE FEEDERS Incoming service feeders. Complete incoming service upgrades, including transformers, feeders, and main distribution panels are catalogued here.
EL1D INCOMING SERVICE METERING Installation of meters to record consumption and/or demand.
EL2A MAIN DISTRIBUTION PANELS CONDITION UPGRADE Main distribution upgrade due to deficiencies in condition.
EL2B MAIN DISTRIBUTION PANELS CAPACITY UPGRADE Main distribution upgrades due to inadequate capacity.
EL3A SECONDARY DISTRIBUTION STEP DOWN TRANSFORMERS
Secondary distribution stepdown and isolation transformers.
EL3B SECONDARY DISTRIBUTION DISTRIBUTION NETWORK Includes conduit, conductors, sub-distribution panels, switches, outlets, etc. Complete interior rewiring of a facility is catalogued here.
EL3C SECONDARY DISTRIBUTION MOTOR CONTROLLERS Mechanical equipment motor starters and control centers.
EL4A DEVICES AND FIXTURES EXTERIOR LIGHTING Exterior building lighting fixtures including supply conductors and conduit.
EL4B DEVICES AND FIXTURES INTERIOR LIGHTING Interior lighting fixtures (also system wide emergency lighting) including supply conductors and conduits.
EL4C DEVICES AND FIXTURES LIGHTING CONTROLLERS Motion sensors, photocell controllers, lighting contactors, etc.
PORTLAND STATE UNIVERSITY Facility Condition Analysis Section One
1.5.2
CATEGORY CODE REPORT
CODE
COMPONENT DESCRIPTION
ELEMENT DESCRIPTION
DEFINITION
EL4D DEVICES AND FIXTURES GFCI PROTECTION Ground fault protection including GFCI receptacles and breakers.
EL4E DEVICES AND FIXTURES LIGHTNING PROTECTION Lightning arrestation systems including air terminals and grounding conductors.
EL5A EMERGENCY POWER SYSTEM GENERATION/ DISTRIBUTION
Includes generators, central battery banks, transfer switches, emergency power grid, etc.
EL6A SYSTEMS UPS/DC POWER SUPPLY Uninterruptible power supply systems and DC motor-generator sets and distribution systems.
EL7A INFRASTRUCTURE ABOVE GROUND TRANSMISSION
Includes poles, towers, conductors, insulators, fuses, disconnects, etc.
EL7B INFRASTRUCTURE UNDERGROUND TRANSMISSION
Includes direct buried feeders, ductbanks, conduit, manholes, feeders, switches, disconnects, etc.
EL7C INFRASTRUCTURE SUBSTATIONS Includes incoming feeders, breakers, buses, switchgear, meters, CTs, PTs, battery systems, capacitor banks, and all associated auxiliary equipment.
EL7D INFRASTRUCTURE DISTRIBUTION SWITCHGEAR Stand-alone sectionalizing switches, distribution switchboards, etc.
EL7F INFRASTRUCTURE AREA AND STREET LIGHTING Area and street lighting systems including stanchions, fixtures, feeders, etc.
EL8A GENERAL OTHER Electrical system components not catalogued elsewhere.
SYSTEM DESCRIPTION: EXTERIOR
ES1A FOUNDATION/FOOTING STRUCTURE Structural foundation improvements involving structural work on foundation wall/footing, piers, caissons, piles including crack repairs, shoring & pointing
ES1B FOUNDATION/FOOTING DAMPPROOFING/ DEWATERING
Foundation/footing waterproofing work including, damp proofing, dewatering, insulation, etc.
ES2A COLUMNS/BEAMS/ WALLS
STRUCTURE Structural work to primary load-bearing structural components aside from floors including columns, beams, bearing walls, lintels, arches, etc.
ES2B COLUMNS/BEAMS/ WALLS
FINISH Work involving restoration of the appearance and weatherproof integrity of exterior wall/structural envelope components including masonry/pointing, expansion joints, efflorescence & stain removal, grouting, surfacing, chimney repairs, etc.
ES3A FLOOR STRUCTURE Work concerning the structural integrity of the load supporting floors both exposed and unexposed including deformation, delamination, spalling, shoring, crack repair, etc.
ES4A ROOF REPAIR Work on waterproof horizontal finish (roof) involving repair and/or limited replacement (<40% total) including membrane patching, flashing repair, coping caulk/resetting, PPT wall parging/coating, walkpad installation, skylight and roof hatch R&R, etc.
ES4B ROOF REPLACEMENT Work involving total refurbishment of roofing system including related component rehab.
ES5A FENESTRATIONS DOORS Work on exterior exit/access door including storefronts, airlocks, air curtains, vinyl slat doors, all power/manual operating hardware (except handicapped), etc.
ES5B FENESTRATIONS WINDOWS Work on exterior fenestration closure & related components including glass/metal/wood curtain walls, fixed or operable window sashes, glazing, frames, sills, casings, stools, seats, coatings, treatments, screens, storm windows, etc.
ES6A GENERAL ATTACHED STRUCTURE Work on attached exterior structure components not normally considered in above categories including porches, stoops, decks, monumental entrance stairs, cupolas, tower, etc.
ES6B GENERAL AREAWAYS Work on attached grade level or below structural features including subterranean light wells, areaways, basement access stairs, etc.
ES6C GENERAL TRIM Work on ornamental exterior (generally non-structural) elements including beltlines, quoins, porticos, soffits, cornices, moldings, trim, etc.
ES6D GENERAL SUPERSTRUCTURE Finish and structural work on non-standard structures with exposed load-bearing elements such as stadiums, bag houses, bleachers, freestanding towers, etc.
ES6E GENERAL OTHER Any exterior work not specifically categorized elsewhere including finish and structural work on
PORTLAND STATE UNIVERSITY Facility Condition Analysis Section One
1.5.3
CATEGORY CODE REPORT
CODE
COMPONENT DESCRIPTION
ELEMENT DESCRIPTION
DEFINITION
freestanding boiler stacks.
SYSTEM DESCRIPTION: FIRE / LIFE SAFETY
FS1A LIGHTING EGRESS LIGHTING/EXIT SIGNAGE
R & R work on exit signage and packaged AC/DC emergency lighting.
FS2A DETECTION/ALARM GENERAL Repair or replacement of fire alarm/detection system/components including alarms, pull boxes, smoke/heat detectors, annunciator panels, central fire control stations, remote dialers, fire station communications, etc.
FS3A SUPPRESSION SPRINKLERS Repair or installation of water sprinklers type automatic fire suppressions including wet pipe & dry pipe systems, heads, piping, deflectors, valves, monitors, associated fire pump, etc.
FS3B SUPPRESSION STANDPIPE/HOSE Repair or installation of standpipe system or components including hardware, hoses, cabinets, nozzles, necessary fire pumping system, etc.
FS3C SUPPRESSION EXTINGUISHERS Repairs or upgrades to F.E. cabinets/wall fastenings and handheld extinguisher testing/replacement.
FS3D SUPPRESSION OTHER Other fire suppression items not specifically categorized elsewhere including fire blankets, carbon dioxide automatic systems, Halon systems, dry chemical systems, etc.
FS4A HAZARDOUS MATERIALS STORAGE ENVIRONMENT Installation or repair of special storage environment for the safe holding of flammable or otherwise dangerous materials/supplies including vented flammables storage cabinets, holding pens/rooms, cages, fire safe chemical storage rooms, etc.
FS4B HAZARDOUS MATERIALS USER SAFETY Improvements, repairs, installation, or testing of user safety equipment including emergency eyewashes, safety showers, emergency panic/shut-down system, etc.
FS5A EGRESS PATH DESIGNATION Installation, relocation or repair of posted diagrammatic emergency evacuation routes.
FS5B EGRESS PATH DISTANCE/ GEOMETRY
Work involving remediation of egress routing problems including elimination of dead end corridors, excessive egress distance modifications and egress routing inadequacies.
FS5C EGRESS PATH SEPARATION RATING Restoration of required fire protective barriers including wall rating compromises, fire rated construction, structural fire proofing, wind/safety glazing, transom retrofitting, etc.
FS5D EGRESS PATH OBSTRUCTION Clearance of items restricting the required egress routes.
FS5E EGRESS PATH STAIRS RAILING Retrofit of stair/landing configurations/structure, railing heights/geometries, etc.
FS5F EGRESS PATH FIRE DOORS/ HARDWARE
Installation/replacement/repair of fire doors and hardware including labeled fire doors, fire shutters, closers, magnetic holders, panic hardware, etc.
FS5G EGRESS PATH FINISH/FURNITURE RATINGS Remediation of improper fire/smoke ratings of finishes and furniture along egress routes.
FS6A GENERAL OTHER Life/fire safety items not specifically categorized elsewhere.
SYSTEM DESCRIPTION: HEALTH
HE1A ENVIRONMENTAL CONTROL EQUIPMENT AND ENCLOSURES
Temperature control chambers (both hot and cold) for non-food storage. Includes both chamber and all associated mechanical equipment.
HE1B ENVIRONMENTAL CONTROL OTHER General environmental control problems not catalogued elsewhere.
HE2A PEST CONTROL GENERAL Includes all measures necessary to control and destroy insects, rodents and other pests.
HE3A REFUSE GENERAL Issues related to the collection, handling and disposal of refuse.
HE4A SANITATION EQUIPMENT LABORATORY AND PROCESS Includes autoclaves, cage washers, steam cleaners, etc.
HE5A FOOD SERVICE KITCHEN EQUIPMENT Includes ranges, grilles, cookers, sculleries, etc.
HE5B FOOD SERVICE COLD STORAGE Includes the cold storage room and all associated refrigeration equipment.
HE6A HAZARDOUS MATERIAL STRUCTURAL ASBESTOS Testing, abatement and disposal of structural and building finish materials containing asbestos.
PORTLAND STATE UNIVERSITY Facility Condition Analysis Section One
1.5.4
CATEGORY CODE REPORT
CODE
COMPONENT DESCRIPTION
ELEMENT DESCRIPTION
DEFINITION
HE6B HAZARDOUS MATERIAL MECHANICAL ASBESTOS Testing, abatement and disposal of mechanical insulation materials containing asbestos.
HE6C HAZARDOUS MATERIAL PCBs Includes testing, demolition, disposal and cleanup of PCB contaminated substances.
HE6D HAZARDOUS MATERIAL FUEL STORAGE Includes monitoring, removal and replacement of above and below ground fuel storage and distribution systems. Also includes testing and disposal of contaminated soils.
HE6E HAZARDOUS MATERIAL LEAD PAINT Testing, removal and disposal of lead-based paint systems.
HE6F HAZARDOUS MATERIAL OTHER Handling, storage, and disposal of other hazardous materials.
HE7A GENERAL OTHER Health related issues not catalogued elsewhere.
SYSTEM DESCRIPTION: HVAC
HV1A HEATING BOILERS/STACKS/ CONTROLS
Boilers for heating purposes including their related stacks, flues, and controls.
HV1B HEATING RADIATORS/ CONVECTORS
Including cast iron radiators, fin tube radiators, baseboard radiators, etc.
HV1C HEATING FURNACE Furnaces and their related controls, flues, etc.
HV1D HEATING FUEL SUPPLY/STORAGE Storage and/or distribution of fuel for heating purposes, including tanks and piping networks and related leak detection/monitoring.
HV2A COOLING CHILLERS/ CONTROLS
Chiller units for production of chilled water for cooling purposes, related controls (not including mods for CFC compliance).
HV2B COOLING HEAT REJECTION Repair/replacement of cooling towers, dry coolers, air-cooling and heat rejection. (Includes connection of once-through system to cooling tower.)
HV3A HEATING/COOLING SYSTEM RETROFIT/ REPLACE
Replacement or major retrofit of HVAC systems.
HV3B HEATING/COOLING WATER TREATMENT Treatment of hot water, chilled water, steam, condenser water, etc.
HV3C HEATING/COOLING PACKAGE/SELF-CONTAINED UNITS
Repair/replacement of self-contained/package type units including stand up units, rooftop units, window units, etc; both air conditioners and heat pumps.
HV3D HEATING/COOLING CONVENTIONAL SPLIT SYSTEMS
Repair, installation, or replacement of conventional split systems; both air conditioners and heat pumps including independent component replacements of compressors and condensers.
HV4A AIR MOVING/ VENTILATION
AIR HANDLERS/ FAN UNITS
Includes air handlers & coils, fan coil units, unit ventilators, filtration upgrades, etc., not including package/self-contained units, split systems or other specifically categorized systems.
HV4B AIR MOVING/ VENTILATION
EXHAUST FANS Exhaust fan systems including fans, range and fume hoods, controls, and related ductwork.
HV4C AIR MOVING/ VENTILATION
OTHER FANS Supply, return, or any other fans not incorporated into a component categorized elsewhere.
HV4D AIR MOVING/ VENTILATION
AIR DISTRIBUTION NETWORK Repair, replacement, or cleaning of air distribution network including ductwork, terminal reheat/cool, VAV units, induction units, power induction units, insulation, dampers, linkages, etc.
HV5A STEAM/HYDRONIC DISTRIBUTION
PIPING NETWORK Repair/replacement of piping networks for heating and cooling systems including pipe, fittings, insulation, related components, etc.
HV5B STEAM/HYDRONIC DISTRIBUTION
PUMPS Repair or replacement of pumps used in heating and cooling systems, related control components, etc.
HV5C STEAM/HYDRONIC DISTRIBUTION
HEAT EXCHANGERS Including shell and tube heat exchangers and plate heat exchangers for heating and cooling.
HV6A CONTROLS COMPLETE SYSTEM UPGRADE
Replacement of HVAC control systems.
PORTLAND STATE UNIVERSITY Facility Condition Analysis Section One
1.5.5
CATEGORY CODE REPORT
CODE
COMPONENT DESCRIPTION
ELEMENT DESCRIPTION
DEFINITION
HV6B CONTROLS MODIFICATIONS/ REPAIRS Repair or modification of HVAC control system.
HV6C CONTROLS AIR COMPRESSORS/ DRYERS
Repair or modification of control air compressors and dryers.
HV7A INFRASTRUCTURE STEAM/HOT WATER GENERATION
Generation of central steam and/or hot water including boilers and related components.
HV7B INFRASTRUCTURE STEAM/HOT WATER DISTRIBUTION
Distribution system for central hot water and/or steam.
HV7C INFRASTRUCTURE CHILLED WATER GENERATION
Generation of central chilled water including chillers and related components.
HV7D INFRASTRUCTURE CHILLED WATER DISTRIBUTION
Distribution system for central chilled water.
HV7E INFRASTRUCTURE TUNNELS/ MANHOLES/ TRENCHES
Repairs, installation, replacement of utility system access chambers.
HV7F INFRASTRUCTURE OTHER HVAC infrastructure issues not specifically categorized elsewhere.
HV8A GENERAL CFC COMPLIANCE Chiller conversions/replacements for CFC regulatory compliance, monitoring, etc.
HV8B GENERAL OTHER HVAC issues not catalogued elsewhere.
SYSTEM DESCRIPTION: INTERIOR FINISHES / SYSTEMS
IS1A FLOOR FINISHES-DRY R & R of carpet, hardwood strip flooring, concrete coating, vinyl linoleum & tile, marble, terrazzo, rubber flooring, underlayment in predominantly dry areas ("dry" includes non-commercial kitchens)
IS1B FLOOR FINISHES-WET Flooring finish/underlayment work in predominantly "wet" areas including work with linoleum, rubber, terrazzo, concrete coating, quarry tile, ceramic tile, epoxy aggregate, etc.
IS2A PARTITIONS STRUCTURE Structural work on full height permanent interior partitions including wood/metal stud & drywall systems, CMU systems, structural brick, tile, glass block, etc.
IS2B PARTITIONS FINISHES Work on full height permanent interior partitions including R & R to gypsum board, plaster, lath, wood paneling, acoustical panels, wall coverings, column coverings, tile, paint, etc.
IS3A CEILINGS REPAIR Repair of interior ceilings (<40% of total) including tiles, gypsum board, plaster, paint, etc.
IS3B CEILINGS REPLACEMENT Major refurbishments (>40% of total) to interior ceiling systems including grid system replacements, structural framing, new suspended systems, paint, plastering, etc.
IS4A DOORS GENERAL Any work on interior non-fire rated doors, roll-up counter doors, mechanical/plumbing access doors, and all door hardware (except for reasons of access improvement).
IS5A STAIRS FINISH Any finish restorative work to stair tower walking surfaces including replacement of rubber treads, safety grips, nosings, etc. (except as required to accommodate disabled persons).
IS6A GENERAL MOLDING R & R to interior trim/molding systems including rubber/vinyl/wood base, crown/chair/ornamental moldings, cased openings, etc.
IS6B GENERAL CABINETRY R & R work to interior casework systems including cabinets, countertops, wardrobes, lockers, mail boxes, built-in bookcases, lab/work benches, reagent shelving, etc. (except as required for access by the disabled).
IS6C GENERAL SCREENING Work on temporary or partial height partitioning systems including toilet partitions, urinal/vanity screens, etc.
IS6D GENERAL OTHER Any work on interior elements not logically or specifically categorized elsewhere including light coves, phone booths, interior light wells, etc.
SYSTEM DESCRIPTION: PLUMBING
PL1A DOMESTIC WATER PIPING NETWORK Repair or replacement of domestic water supply piping network, insulation, hangers, etc.
PORTLAND STATE UNIVERSITY Facility Condition Analysis Section One
1.5.6
CATEGORY CODE REPORT
CODE
COMPONENT DESCRIPTION
ELEMENT DESCRIPTION
DEFINITION
PL1B DOMESTIC WATER PUMPS Domestic water booster pumps, circulating pumps, related controls, etc.
PL1C DOMESTIC WATER STORAGE/ TREATMENT
Equipment or vessels for storage or treatment of domestic water.
PL1D DOMESTIC WATER METERING Installation, repair, or replacement of water meters.
PL1E DOMESTIC WATER HEATING Domestic water heaters including gas, oil, and electric water heaters, shell and tube heat exchangers, tank type and instantaneous.
PL1F DOMESTIC WATER COOLING Central systems for cooling and distributing drinking water.
PL1G DOMESTIC WATER FIXTURES Plumbing fixtures including sinks, drinking fountains, water closets, urinals, etc.
PL1H DOMESTIC WATER CONSERVATION Alternations made to the water distribution system to conserve water.
PL1I DOMESTIC WATER BACKFLOW PROTECTION Backflow protection devices including backflow preventers, vacuum breakers, etc.
PL2A WASTEWATER PIPING NETWORK Repair or replacement of building wastewater piping network.
PL2B WASTEWATER PUMPS Pump systems used to lift wastewater including sewage ejectors and other sump systems.
PL3A SPECIAL SYSTEMS PROCESS GAS/FLUIDS Generation and/or distribution of process steam, compressed air, natural and LP gas, process water, vacuum, etc.
PL4A INFRASTRUCTURE POTABLE WATER STORAGE/ TREATMENT
Storage and treatment of potable water for distribution.
PL4B INFRASTRUCTURE INDUSTRIAL WATER DISTRIBUTION/ TREATMENT
Storage and treatment of industrial water for distribution.
PL4C INFRASTRUCTURE SANITARY WATER COLLECTION
Sanitary water collection systems, sanitary sewer systems; including combined systems.
PL4D INFRASTRUCTURE STORM WATER COLLECTION Storm water collection systems, storm sewer systems; storm water only.
PL4E INFRASTRUCTURE POTABLE WATER DISTRIBUTION
Potable water distribution network.
PL4F INFRASTRUCTURE WASTEWATER TREATMENT Wastewater treatment plants, associated equipment, etc.
PL5A GENERAL OTHER Plumbing issues not categorized elsewhere.
SYSTEM DESCRIPTION: SITE
SI1A ACCESS PEDESTRIAN Paved pedestrian surfaces including walks, site stairs, step ramps, paths, pedestrian signage, sidewalk bridges/canopies, pedestrian plaza/mall areas, etc.
SI1B ACCESS VEHICULAR Paved vehicular surfaces including roads, paths, curbs, guards, bollards, bridges, skyways, joints, shoulder work, culverts, ditches, vehicular signage, etc.
SI2A LANDSCAPE GRADE/FLORA Landscape related work including new grass/turf refurbishment, grade improvements, catch basins, swales, berms, pruning, new ornamental flora, etc.
SI3A HARDSCAPE STRUCTURE Permanent hard site features, predominantly ornamental, including terraces, fences, statues, freestanding signage, fountains, benches, etc.
SI4A GENERAL OTHER Other site work not specifically categorized elsewhere.
SYSTEM DESCRIPTION: SECURITY SYSTEMS
SS1A LIGHTING EXTERIOR Fixtures, stanchions, foliage interference, cleanliness, locations, etc.
SS2A SITE FENCING Perimeter campus fencing, individual building fencing, includes both pedestrian and vehicular control fences.
PORTLAND STATE UNIVERSITY Facility Condition Analysis Section One
1.5.7
CATEGORY CODE REPORT
CODE
COMPONENT DESCRIPTION
ELEMENT DESCRIPTION
DEFINITION
SS2B SITE GENERAL Hidden areas due to foliage, fencing, parking, walls, etc.
SS3A COMMUNICATIONS EMERGENCY PHONES Access, locations, visibility, function, reliability, etc.
SS4A ACCESS CONTROL DOORS Access, locks, keys, two way speakers, reliability, redundancy, etc.
SS4B ACCESS CONTROL WINDOWS Locks, screens, access, reliability, etc.
SS4C ACCESS CONTROL SYSTEMS Card key, proximity devices, data control, data use, reliability, system design, etc.
SS5A MONITORING SYSTEMS Cameras, audio communication, monitoring stations, locations, system design, etc.
SS6A CIRCULATION PEDESTRIAN On campus as well as to and from off campus housing and class locations, etc.
SS6B CIRCULATION VEHICULAR Guard gates, access, systems, data control and use, identification, etc.
SS7A GENERAL OTHER General information/projects pertaining to security issues.
SYSTEM DESCRIPTION: VERTICAL TRANSPORTATION
VT1A MACHINE ROOM GENERAL Machine, worm gear, thrust bearing, brake, motors, sheaves, generator, controller, selector, governor, pump(s), valves, oil, access, lighting, ventilation, floor.
VT2A CAR GENERAL Position indicator, lighting, floor, gate-doors, operation devices, safeties, safety shoe, light ray/detection, emergency light, fire fighter service, car top, door operator, stop switch, car frame, car guides, sheaves, phone, ventilation.
VT3A HOISTWAY GENERAL Enclosure, fascia, interlock, doors, hangers, closers, sheaves, rails, hoistway switches, ropes, traveling cables, selector tape, weights, compensation.
VT4A HALL FIXTURES GENERAL Operating panel, position indicator, hall buttons, lobby panel, hall lanterns, fire fighter service, audible signals, card/key access.
VT5A PIT GENERAL Buffer(s), guards, sheaves, hydro packing, floor, lighting, safety controls.
VT6A OPERATING CONDITIONS GENERAL Door open time, door close time, door thrust, acceleration, deceleration, leveling, dwell time, speed, OFR time, nudging.
VT7A GENERAL OTHER General information/projects relating to vertical transportation system components.
FACILITY CONDITION ANALYSIS
SECTION 2
DETAILED PROJECT SUMMARIES AND TOTALS
Detailed Project TotalsFacility Condition Analysis
System Code by Priority Class
1 2 3 4 Subtotal
Priority Classes
System Description Code System
PSC : PETER W. STOTT CENTER
337,499AC ACCESSIBILITY 0 0 337,499 0
1,953,302EL ELECTRICAL 0 0 1,953,302 0
616,408ES EXTERIOR 0 0 616,408 0
112,763FS FIRE/LIFE SAFETY 0 3,746 109,016 0
515,480HE HEALTH 0 0 515,480 0
5,805,107HV HVAC 0 0 5,805,107 0
293,168IS INTERIOR/FINISH SYS. 0 3,182 289,987 0
1,729,319PL PLUMBING 0 0 298,771 1,430,548
14,079SI SITE 0 0 14,079 0
TOTALS $0 $6,928 $9,939,648 $1,430,548 $11,377,124
Facility Replacement Cost
Facility Condition Needs Index
$41,684,295
0.27
Gross Square Feet Total Cost Per Square Foot $56.34 201,935
2.1.1
FACILITY CONDITION ANALYSIS
System Code by Priority Class PSC : PETER W. STOTT CENTER
Detailed Project TotalsFacility Condition Analysis
System Code by Project Class
Subtotal
Project ClassesSystem Description Code
System Capital Renewal Deferred Maintenance Plant Adaption
PSC : PETER W. STOTT CENTER
AC ACCESSIBILITY 0 0 337,499 337,499
EL ELECTRICAL 1,763,429 189,873 0 1,953,302
ES EXTERIOR 616,408 0 0 616,408
FS FIRE/LIFE SAFETY 109,016 0 3,746 112,763
HE HEALTH 515,480 0 0 515,480
HV HVAC 5,805,107 0 0 5,805,107
IS INTERIOR/FINISH SYS. 289,987 3,182 0 293,168
PL PLUMBING 1,729,319 0 0 1,729,319
SI SITE 14,079 0 0 14,079
TOTALS $11,377,124 $10,842,825 $193,055 $341,245
Facility Replacement Cost
Facility Condition Needs Index
$41,684,295
0.27
Gross Square Feet Total Cost Per Square Foot $56.34 201,935
2.1.2
FACILITY CONDITION ANALYSIS
System Code by Project Class PSC : PETER W. STOTT CENTER
Detailed Project SummaryFacility Condition Analysis
Project Class by Priority Class
1 2 3 4 Subtotal
Priority Classes
Project Class
PSC : PETER W. STOTT CENTER
10,842,825 1,430,548 9,412,277 0 0Capital Renewal
193,055 0 189,873 3,182 0Deferred Maintenance
341,245 0 337,499 3,746 0Plant Adaption
TOTALS $0 $6,928 $9,939,648 $1,430,548 $11,377,124
Facility Replacement Cost
Facility Condition Needs Index
$41,684,295
0.27
Gross Square Feet Total Cost Per Square Foot $56.34 201,935
2.1.3
FACILITY CONDITION ANALYSIS
Project Class by Priority Class PSC : PETER W. STOTT CENTER
Detailed Project Summary
Facility Condition Analysis
Section Two
Priority Class - Priority Sequence
TotalCost Professional
Fee Construction Cost Project
Title Pri Seq Pri
Cls Project Number Cat.
Code
PSC : PETER W. STOTT CENTER
FS6A PSCFS03 INSTALL SEISMIC SHUTOFF VALVE 3,230 517 3,7462 1
IS2B PSCIS03 DAMPPROOF POOL EQUIPMENT ROOM 2,743 439 3,1822 2
Totals for Priority Class 2 5,972 956 6,928
FS1A PSCFS01 EXIT SIGN MODERNIZATION 6,964 1,114 8,0783 3
FS3A PSCFS02 REPLACE FIRE SPRINKLER HEADS 87,015 13,922 100,9383 4
HE6F PSCHE01 TEST AND ABATE SUSPECTED ASBESTOS CONTAINING MATERIAL
444,380 71,101 515,4803 5
AC3C PSCAC01 ACCESSIBLE DOOR HARDWARE 43,898 7,024 50,9223 6
AC3E PSCAC04 CREATE ACCESSIBLE RESTROOM / LOCKER ROOM 167,247 26,760 194,0073 7
AC3B PSCAC02 CODE-COMPLAINT HANDRAILS / GUARDRAILS 69,897 11,184 81,0813 8
AC4B PSCAC03 MODIFY TICKETING / CONCESSIONS COUNTERS 9,905 1,585 11,4903 9
ES5B PSCES01 NEW EXTERIOR WINDOWS 180,928 28,948 209,8773 10
ES4A PSCES02 RESURFACE / SEAL ROOF DECK 184,513 29,522 214,0363 11
ES6A PSCES03 EXTERIOR CLEANING 165,945 26,551 192,4963 12
HV3A PSCHV01 HVAC SYSTEM RENEWAL 5,004,403 800,704 5,805,1073 13
EL3B PSCEL01 ELECTRICAL SYSTEM REPAIR 163,684 26,189 189,8733 14
EL3B PSCEL02 UPGRADE BUILDING ELECTRICAL NETWORK 1,520,197 243,232 1,763,4293 15
IS1A PSCIS01 FLOOR FINISH UPGRADES 169,898 27,184 197,0823 16
IS6D PSCIS02 UPGRADE RACQUETBALL COURTS 80,090 12,814 92,9053 17
PL1G PSCPL03 PLUMBING FIXTURE UPGRADE 228,955 36,633 265,5883 18
PL1E PSCPL05 REPLACE DOMESTIC HOT WATER CONVERTER 28,606 4,577 33,1833 19
SI1A PSCSI01 REPLACE DAMAGED SIDEWALK 12,137 1,942 14,0793 20
Totals for Priority Class 3 8,568,662 1,370,986 9,939,648
PL2A PSCPL02 UPGRADE DRAIN PIPING NETWORK 729,721 116,755 846,4774 21
PL1A PSCPL01 RENEW POTABLE WATER SUPPLY PIPING 486,554 77,849 564,4024 22
PL2B PSCPL04 SUMP PUMP SYSTEM RENEWAL 16,956 2,713 19,6694 23
2.2.1
Detailed Project Summary
Facility Condition Analysis
Section Two
Priority Class - Priority Sequence
TotalCost Professional
Fee Construction Cost Project
Title Pri Seq Pri
Cls Project Number Cat.
Code
PSC : PETER W. STOTT CENTER
Totals for Priority Class 4 1,233,231 197,317 1,430,548
Grand Total: 9,807,866 1,569,259 11,377,124
2.2.2
Detailed Project Summary
Facility Condition Analysis
Section Two
Priority Class - Priority Sequence - Projects < 100,000
TotalCost Professional
Fee Construction Cost Project
Title Pri Seq Pri
Cls Project Number Cat.
Code
PSC : PETER W. STOTT CENTER
FS6A PSCFS03 INSTALL SEISMIC SHUTOFF VALVE 3,230 517 3,7462 1
IS2B PSCIS03 DAMPPROOF POOL EQUIPMENT ROOM 2,743 439 3,1822 2
Totals for Priority Class 2 5,972 956 6,928
FS1A PSCFS01 EXIT SIGN MODERNIZATION 6,964 1,114 8,0783 3
AC3C PSCAC01 ACCESSIBLE DOOR HARDWARE 43,898 7,024 50,9223 6
AC3B PSCAC02 CODE-COMPLAINT HANDRAILS / GUARDRAILS 69,897 11,184 81,0813 8
AC4B PSCAC03 MODIFY TICKETING / CONCESSIONS COUNTERS 9,905 1,585 11,4903 9
IS6D PSCIS02 UPGRADE RACQUETBALL COURTS 80,090 12,814 92,9053 17
PL1E PSCPL05 REPLACE DOMESTIC HOT WATER CONVERTER 28,606 4,577 33,1833 19
SI1A PSCSI01 REPLACE DAMAGED SIDEWALK 12,137 1,942 14,0793 20
Totals for Priority Class 3 251,497 40,240 291,736
PL2B PSCPL04 SUMP PUMP SYSTEM RENEWAL 16,956 2,713 19,6694 23
Totals for Priority Class 4 16,956 2,713 19,669
Grand Totals For Projects < 100,000 318,334 43,908 274,426
2.3.1
Detailed Project Summary
Facility Condition Analysis
Section Two
Priority Class - Priority Sequence - Projects >= 100,000 and < 500,000
TotalCost Professional
Fee Construction Cost Project
Title Pri Seq Pri
Cls Project Number Cat.
Code
PSC : PETER W. STOTT CENTER
FS3A PSCFS02 REPLACE FIRE SPRINKLER HEADS 87,015 13,922 100,9383 4
AC3E PSCAC04 CREATE ACCESSIBLE RESTROOM / LOCKER ROOM 167,247 26,760 194,0073 7
ES5B PSCES01 NEW EXTERIOR WINDOWS 180,928 28,948 209,8773 10
ES4A PSCES02 RESURFACE / SEAL ROOF DECK 184,513 29,522 214,0363 11
ES6A PSCES03 EXTERIOR CLEANING 165,945 26,551 192,4963 12
EL3B PSCEL01 ELECTRICAL SYSTEM REPAIR 163,684 26,189 189,8733 14
IS1A PSCIS01 FLOOR FINISH UPGRADES 169,898 27,184 197,0823 16
PL1G PSCPL03 PLUMBING FIXTURE UPGRADE 228,955 36,633 265,5883 18
Totals for Priority Class 3 1,348,186 215,710 1,563,895
Grand Totals For Projects >= 100,000 and < 500,000 1,563,895 215,710 1,348,186
2.3.2
Detailed Project Summary
Facility Condition Analysis
Section Two
Priority Class - Priority Sequence - Projects >= 500,000
TotalCost Professional
Fee Construction Cost Project
Title Pri Seq Pri
Cls Project Number Cat.
Code
PSC : PETER W. STOTT CENTER
HE6F PSCHE01 TEST AND ABATE SUSPECTED ASBESTOS CONTAINING MATERIAL
444,380 71,101 515,4803 5
HV3A PSCHV01 HVAC SYSTEM RENEWAL 5,004,403 800,704 5,805,1073 13
EL3B PSCEL02 UPGRADE BUILDING ELECTRICAL NETWORK 1,520,197 243,232 1,763,4293 15
Totals for Priority Class 3 6,968,980 1,115,037 8,084,017
PL2A PSCPL02 UPGRADE DRAIN PIPING NETWORK 729,721 116,755 846,4774 21
PL1A PSCPL01 RENEW POTABLE WATER SUPPLY PIPING 486,554 77,849 564,4024 22
Totals for Priority Class 4 1,216,275 194,604 1,410,879
Grand Totals For Projects >= 500,000 9,494,895 1,309,641 8,185,255
Grand Total for All Projects: 9,807,866 1,569,259 11,377,124
2.3.3
Detailed Project Summary
Facility Condition Analysis
Section Two
Project Classification
TotalCost Project
Title Priority Sequence Priority
Class Project Number Cat.
Code Project Classification
PSC : PETER W. STOTT CENTER
FS1A PSCFS01 EXIT SIGN MODERNIZATION 8,0783 3 Capital Renewal
FS3A PSCFS02 REPLACE FIRE SPRINKLER HEADS 100,9383 4 Capital Renewal
HE6F PSCHE01 TEST AND ABATE SUSPECTED ASBESTOS CONTAINING MATERIAL
515,4803 5 Capital Renewal
ES5B PSCES01 NEW EXTERIOR WINDOWS 209,8773 10 Capital Renewal
ES4A PSCES02 RESURFACE / SEAL ROOF DECK 214,0363 11 Capital Renewal
ES6A PSCES03 EXTERIOR CLEANING 192,4963 12 Capital Renewal
HV3A PSCHV01 HVAC SYSTEM RENEWAL 5,805,1073 13 Capital Renewal
EL3B PSCEL02 UPGRADE BUILDING ELECTRICAL NETWORK
1,763,4293 15 Capital Renewal
IS1A PSCIS01 FLOOR FINISH UPGRADES 197,0823 16 Capital Renewal
IS6D PSCIS02 UPGRADE RACQUETBALL COURTS 92,9053 17 Capital Renewal
PL1G PSCPL03 PLUMBING FIXTURE UPGRADE 265,5883 18 Capital Renewal
PL1E PSCPL05 REPLACE DOMESTIC HOT WATER CONVERTER
33,1833 19 Capital Renewal
SI1A PSCSI01 REPLACE DAMAGED SIDEWALK 14,0793 20 Capital Renewal
PL2A PSCPL02 UPGRADE DRAIN PIPING NETWORK 846,4774 21 Capital Renewal
PL1A PSCPL01 RENEW POTABLE WATER SUPPLY PIPING
564,4024 22 Capital Renewal
PL2B PSCPL04 SUMP PUMP SYSTEM RENEWAL 19,6694 23 Capital Renewal
Totals for 10,842,825Capital Renewal
IS2B PSCIS03 DAMPPROOF POOL EQUIPMENT ROOM
3,1822 2 Deferred Maintenance
EL3B PSCEL01 ELECTRICAL SYSTEM REPAIR 189,8733 14 Deferred Maintenance
Totals for 193,055Deferred Maintenance
FS6A PSCFS03 INSTALL SEISMIC SHUTOFF VALVE 3,7462 1 Plant Adaption
AC3C PSCAC01 ACCESSIBLE DOOR HARDWARE 50,9223 6 Plant Adaption
AC3E PSCAC04 CREATE ACCESSIBLE RESTROOM / LOCKER ROOM
194,0073 7 Plant Adaption
2.4.1
Detailed Project Summary
Facility Condition Analysis
Section Two
Project Classification
TotalCost Project
Title Priority Sequence Priority
Class Project Number Cat.
Code Project Classification
PSC : PETER W. STOTT CENTER
AC3B PSCAC02 CODE-COMPLAINT HANDRAILS / GUARDRAILS
81,0813 8 Plant Adaption
AC4B PSCAC03 MODIFY TICKETING / CONCESSIONS COUNTERS
11,4903 9 Plant Adaption
Totals for 341,245Plant Adaption
Grand Total: 11,377,124
2.4.2
Detailed Project Summary
Facility Condition Analysis
Section Two
Energy Conservation
SimplePayback
Annual Savings Total
Cost Project Title Pri
Seq Pri Cls Project
Number Cat. Code
PSC : PETER W. STOTT CENTER
ES5B PSCES01 NEW EXTERIOR WINDOWS3 10 209,877 686 305.85
HV3A PSCHV01 HVAC SYSTEM RENEWAL3 13 5,805,107 23,560 246.40
Totals for Priority Class 3 6,014,984 24,246 248.08
Grand Total: 6,014,984 24,246 248.08
2.5.1
Detailed Project Summary
Facility Condition Analysis
Section Two
Category/System Code
TotalCost Professional
Fee Construction Cost Project
Title Pri Seq Pri
Cls Project Number Cat.
Code
PSC : PETER W. STOTT CENTER
AC3C PSCAC01 ACCESSIBLE DOOR HARDWARE 43,898 7,024 50,9223 6
AC3E PSCAC04 CREATE ACCESSIBLE RESTROOM / LOCKER ROOM 167,247 26,760 194,0073 7
AC3B PSCAC02 CODE-COMPLAINT HANDRAILS / GUARDRAILS 69,897 11,184 81,0813 8
AC4B PSCAC03 MODIFY TICKETING / CONCESSIONS COUNTERS 9,905 1,585 11,4903 9
290,947 46,552 337,499Totals for System Code ACCESSIBILITY
EL3B PSCEL01 ELECTRICAL SYSTEM REPAIR 163,684 26,189 189,8733 14
EL3B PSCEL02 UPGRADE BUILDING ELECTRICAL NETWORK 1,520,197 243,232 1,763,4293 15
1,683,881 269,421 1,953,302Totals for System Code ELECTRICAL
ES5B PSCES01 NEW EXTERIOR WINDOWS 180,928 28,948 209,8773 10
ES4A PSCES02 RESURFACE / SEAL ROOF DECK 184,513 29,522 214,0363 11
ES6A PSCES03 EXTERIOR CLEANING 165,945 26,551 192,4963 12
531,386 85,022 616,408Totals for System Code EXTERIOR
FS6A PSCFS03 INSTALL SEISMIC SHUTOFF VALVE 3,230 517 3,7462 1
FS1A PSCFS01 EXIT SIGN MODERNIZATION 6,964 1,114 8,0783 3
FS3A PSCFS02 REPLACE FIRE SPRINKLER HEADS 87,015 13,922 100,9383 4
97,209 15,553 112,763Totals for System Code FIRE/LIFE SAFETY
HE6F PSCHE01 TEST AND ABATE SUSPECTED ASBESTOS CONTAINING MATERIAL
444,380 71,101 515,4803 5
444,380 71,101 515,480Totals for System Code HEALTH
HV3A PSCHV01 HVAC SYSTEM RENEWAL 5,004,403 800,704 5,805,1073 13
5,004,403 800,704 5,805,107Totals for System Code HVAC
IS2B PSCIS03 DAMPPROOF POOL EQUIPMENT ROOM 2,743 439 3,1822 2
IS1A PSCIS01 FLOOR FINISH UPGRADES 169,898 27,184 197,0823 16
IS6D PSCIS02 UPGRADE RACQUETBALL COURTS 80,090 12,814 92,9053 17
252,731 40,437 293,168Totals for System Code INTERIOR/FINISH SYS.
2.6.1
Detailed Project Summary
Facility Condition Analysis
Section Two
Category/System Code
TotalCost Professional
Fee Construction Cost Project
Title Pri Seq Pri
Cls Project Number Cat.
Code
PSC : PETER W. STOTT CENTER
PL1G PSCPL03 PLUMBING FIXTURE UPGRADE 228,955 36,633 265,5883 18
PL1E PSCPL05 REPLACE DOMESTIC HOT WATER CONVERTER 28,606 4,577 33,1833 19
PL2A PSCPL02 UPGRADE DRAIN PIPING NETWORK 729,721 116,755 846,4774 21
PL1A PSCPL01 RENEW POTABLE WATER SUPPLY PIPING 486,554 77,849 564,4024 22
PL2B PSCPL04 SUMP PUMP SYSTEM RENEWAL 16,956 2,713 19,6694 23
1,490,792 238,527 1,729,319Totals for System Code PLUMBING
SI1A PSCSI01 REPLACE DAMAGED SIDEWALK 12,137 1,942 14,0793 20
12,137 1,942 14,079Totals for System Code SITE
Grand Total: 9,807,866 1,569,259 11,377,124
2.6.2
FACILITY CONDITION ANALYSIS
SECTION 3
SPECIFIC PROJECT DETAILS ILLUSTRATING DESCRIPTION / COST
Specific Project Details
Facility Condition AnalysisSection Three
Project Description
Project Number:
Priority Sequence:
Priority Class:
Category Code:
PSCFS03
1
2
FS6A
Title: INSTALL SEISMIC SHUTOFF VALVE
System: FIRE/LIFE SAFETY Component:Element:
GENERALOTHER
Building Code: PSC Building Name: PETER W. STOTT CENTER
Subclass/Savings: Not Applicable
Project Class: Plant Adaption
Project Date:
Project Location: Item Only: Floor(s) 1
Project Description
Code Application: IMC
The natural gas main enters the building at the northeast facade. There is no seismic shutoff valve on the gas main. Seismic gas shutoff valves are devices designed to automatically shut off the supply of natural gas to a building to prevent a fire or explosion due to accumulation of gas within the building in the event of a major earthquake. The installation of a seismic shutoff valve is recommended.
05/09/2008
3.1.1
Specific Project Details
Facility Condition AnalysisSection Three
Project Cost
Project Number: PSCFS03
Task Cost Estimate
Task Description Unit Qnty Unit Cost Cost Unit Cost Cost CostTotalLabor
TotalLabor Material
TotalMaterial
3/4 to 1-1/2 INCH - Seismic shutoff valve, and all connections
1 $175 $175 $675 $675EA $850
Seismic shutoff valve, and all connections 1 $900 $900 $880 $880EA $1,780
Project Totals: $2,630$1,555$1,075
Material/Labor CostMaterial IndexLabor Index
Material/Labor Indexed Cost
General Contractor Mark Up at 20.0% Inflation
Construction Cost
Professional Fees at 16.0%
Total Project Cost $3,746
$517
$3,230
$0$538
$2,691
101.8% 102.7%
+ +
+
$2,630
3.1.2
Specific Project Details
Facility Condition AnalysisSection Three
Project Description
Project Number:
Priority Sequence:
Priority Class:
Category Code:
PSCIS03
2
2
IS2B
Title: DAMPPROOF POOL EQUIPMENT ROOM
System: INTERIOR/FINISH SYS. Component:Element:
PARTITIONS FINISHES
Building Code: PSC Building Name: PETER W. STOTT CENTER
Subclass/Savings: Not Applicable
Project Class: Deferred Maintenance
Project Date:
Project Location: Item Only: Floor(s) B
Project Description
Code Application: Not Applicable
It appears that pool water (or overspill) is leaching into the pool equipment room in the basement. Dampproof the walls where water is leaching through. It may also be necessary to implement the pool repairs outlined in the structural assessment, which the university has already obtained.
04/28/2008
3.1.3
Specific Project Details
Facility Condition AnalysisSection Three
Project Cost
Project Number: PSCIS03
Task Cost Estimate
Task Description Unit Qnty Unit Cost Cost Unit Cost Cost CostTotalLabor
TotalLabor Material
TotalMaterial
Dampproofing 60 $12.25 $735 $24.95 $1,497LF $2,232
Project Totals: $2,232$1,497$735
Material/Labor CostMaterial IndexLabor Index
Material/Labor Indexed Cost
General Contractor Mark Up at 20.0% Inflation
Construction Cost
Professional Fees at 16.0%
Total Project Cost $3,182
$439
$2,743
$0$457
$2,286
101.8% 102.7%
+ +
+
$2,232
3.1.4
Specific Project Details
Facility Condition AnalysisSection Three
Project Description
Project Number:
Priority Sequence:
Priority Class:
Category Code:
PSCFS01
3
3
FS1A
Title: EXIT SIGN MODERNIZATION
System: FIRE/LIFE SAFETY Component:Element:
LIGHTINGEGRESS LTG./EXIT SIGNAGE
Building Code: PSC Building Name: PETER W. STOTT CENTER
Subclass/Savings: Not Applicable
Project Class: Capital Renewal
Project Date:
Project Location: Floor-wide: Floor(s) 1, 2, B
Project Description
Code Application: NFPA 101-47IBC 1003.2.10
The original compact fluorescent exit signs are timeworn and in need of an upgrade. Replace the existing exit signs and install additional signs as required by code. Additional exit signs are needed on the mezzanine and first floor level. LED exit signs are recommended for their low maintenance and energy-efficient features. New exit signs should be connected to the proposed emergency circuit
05/07/2008
3.1.5
Specific Project Details
Facility Condition AnalysisSection Three
Project Cost
Project Number: PSCFS01
Task Cost Estimate
Task Description Unit Qnty Unit Cost Cost Unit Cost Cost CostTotalLabor
TotalLabor Material
TotalMaterial
Replacement of existing exit signs with LED units
23 $84.00 $1,932 $74.00 $1,702EA $3,634
Installation of new LED exit signs, including all connections
6 $118 $708 $222 $1,332EA $2,040
Project Totals: $5,674$3,034$2,640
Material/Labor CostMaterial IndexLabor Index
Material/Labor Indexed Cost
General Contractor Mark Up at 20.0% Inflation
Construction Cost
Professional Fees at 16.0%
Total Project Cost $8,078
$1,114
$6,964
$0$1,161
$5,803
101.8% 102.7%
+ +
+
$5,674
3.1.6
Specific Project Details
Facility Condition AnalysisSection Three
Project Description
Project Number:
Priority Sequence:
Priority Class:
Category Code:
PSCFS02
4
3
FS3A
Title: REPLACE FIRE SPRINKLER HEADS
System: FIRE/LIFE SAFETY Component:Element:
SUPPRESSION SPRINKLERS
Building Code: PSC Building Name: PETER W. STOTT CENTER
Subclass/Savings: Not Applicable
Project Class: Capital Renewal
Project Date:
Project Location: Floor-wide: Floor(s) 1, 2, B, R
Project Description
Code Application: IBC 903NFPA 13
The fusible link sprinkler heads have been in service for over forty years. The statistical life cycle for a sprinkler head is approximately twenty years. Scale can accumulate inside the head and cause it to malfunction when needed. It is recommended that the sprinkler heads be replaced to ensure that proper protection is available.
05/09/2008
3.1.7
Specific Project Details
Facility Condition AnalysisSection Three
Project Cost
Project Number: PSCFS02
Task Cost Estimate
Task Description Unit Qnty Unit Cost Cost Unit Cost Cost CostTotalLabor
TotalLabor Material
TotalMaterial
Fire sprinkler head replacement 201,935 $0.04 $8,077 $0.31 $62,600SF $70,677
Project Totals: $70,677$62,600$8,077
Material/Labor CostMaterial IndexLabor Index
Material/Labor Indexed Cost
General Contractor Mark Up at 20.0% Inflation
Construction Cost
Professional Fees at 16.0%
Total Project Cost $100,938
$13,922
$87,015
$0$14,503
$72,513
101.8% 102.7%
+ +
+
$70,677
3.1.8
Specific Project Details
Facility Condition AnalysisSection Three
Project Description
Project Number:
Priority Sequence:
Priority Class:
Category Code:
PSCHE01
5
3
HE6F
Title: TEST AND ABATE SUSPECTED ASBESTOS CONTAINING MATERIAL
System: HEALTHComponent:Element:
HAZARDOUS MATERIAL OTHER
Building Code: PSC Building Name: PETER W. STOTT CENTER
Subclass/Savings: Not Applicable
Project Class: Capital Renewal
Project Date:
Project Location: Floor-wide: Floor(s) 1, 2
Project Description
Code Application: EPA 40 CFR 61 Subpart MOSHA 29 CFR 1919.1001, 1926.1101
There is 9 x 9 floor tile in various locations throughout this building. It is recommended that these suspect materials, including associated mastics, be tested for asbestos content and abated accordingly. All abatement activities should be carried out in strict compliance with state and Federal asbestos regulatory requirements. Then install new composite vinyl tile (or other suitable floor finish).
04/28/2008
3.1.9
Specific Project Details
Facility Condition AnalysisSection Three
Project Cost
Project Number: PSCHE01
Task Cost Estimate
Task Description Unit Qnty Unit Cost Cost Unit Cost Cost CostTotalLabor
TotalLabor Material
TotalMaterial
Vinyl composite tile 47,960 $3.39 $162,584 $2.40 $115,104SF $277,688
Estimated asbestos floor tile and mastic 47,960 $0.22 $10,551 $1.54 $73,858SF $84,410
Project Totals: $362,098$188,962$173,136
Material/Labor CostMaterial IndexLabor Index
Material/Labor Indexed Cost
General Contractor Mark Up at 20.0% Inflation
Construction Cost
Professional Fees at 16.0%
Total Project Cost $515,480
$71,101
$444,380
$0$74,063
$370,316
101.8% 102.7%
+ +
+
$362,098
3.1.10
Specific Project Details
Facility Condition AnalysisSection Three
Project Description
Project Number:
Priority Sequence:
Priority Class:
Category Code:
PSCAC01
6
3
AC3C
Title: ACCESSIBLE DOOR HARDWARE
System: ACCESSIBILITY Component:Element:
INTERIOR PATH OF TRAVELDOORS AND HARDWARE
Building Code: PSC Building Name: PETER W. STOTT CENTER
Subclass/Savings: Not Applicable
Project Class: Plant Adaption
Project Date:
Project Location: Floor-wide: Floor(s) 2,1
Project Description
Code Application: ADAAG 404, 405
Only a percentage of the interior doors have been fitted with accessible lever hardware. In addition, the stepped access to the dance studio (room 207) is not accessible. To facilitate handicapped access to all parts of this building, install lever door hardware where it is lacking. Also install a compliant ramp with handrails at the entrance to room 207.
04/28/2008
3.1.11
Specific Project Details
Facility Condition AnalysisSection Three
Project Cost
Project Number: PSCAC01
Task Cost Estimate
Task Description Unit Qnty Unit Cost Cost Unit Cost Cost CostTotalLabor
TotalLabor Material
TotalMaterial
Accessible lever hardware 98 $262 $25,676 $67.00 $6,566EA $32,242
Estimated allowance for small interior ramp, including handrails and signage
1 $1,920 $1,920 $1,700 $1,700LOT $3,620
Project Totals: $35,862$8,266$27,596
Material/Labor CostMaterial IndexLabor Index
Material/Labor Indexed Cost
General Contractor Mark Up at 20.0% Inflation
Construction Cost
Professional Fees at 16.0%
Total Project Cost $50,922
$7,024
$43,898
$0$7,316
$36,582
101.8% 102.7%
+ +
+
$35,862
3.1.12
Specific Project Details
Facility Condition AnalysisSection Three
Project Description
Project Number:
Priority Sequence:
Priority Class:
Category Code:
PSCAC04
7
3
AC3E
Title: CREATE ACCESSIBLE RESTROOM / LOCKER ROOM
System: ACCESSIBILITY Component:Element:
INTERIOR PATH OF TRAVELRESTROOMS/BATHROOMS
Building Code: PSC Building Name: PETER W. STOTT CENTER
Subclass/Savings: Not Applicable
Project Class: Plant Adaption
Project Date:
Project Location: Floor-wide: Floor(s) 1, 2
Project Description
Code Application: ADAAG 211, 602, 604, 605, 606
Although adequate modifications have been made to the public locker room facilities, the mens faculty locker room is not compliant. In addition, at least one of the small restrooms on the east end of the first floor should be converted to a fully accessible unisex restroom, and all dilapidated, non-compliant drinking fountains should be replaced. Modify the faculty locker room to provide compliant fixtures and accessories, and create a fully accessible unisex restroom on the first floor. In addition, install new dual-level drinking fountains in compliant alcoves throughout the building.
04/28/2008
3.1.13
Specific Project Details
Facility Condition AnalysisSection Three
Project Cost
Project Number: PSCAC04
Task Cost Estimate
Task Description Unit Qnty Unit Cost Cost Unit Cost Cost CostTotalLabor
TotalLabor Material
TotalMaterial
Dual-level drinking fountain 12 $1,168 $14,016 $359 $4,308EA $18,324
Alcove construction 12 $842 $10,104 $3,594 $43,128EA $53,232
Major restroom renovation 5 $1,891 $9,455 $7,564 $37,820FIXT $47,275
Roll in shower 1 $3,150 $3,150 $4,100 $4,100EA $7,250
Door operator 2 $2,718 $5,436 $1,280 $2,560EA $7,996
ADA accessories, grab bars, etc. 1 $1,040 $1,040 $970 $970LOT $2,010
Project Totals: $136,087$92,886$43,201
Material/Labor CostMaterial IndexLabor Index
Material/Labor Indexed Cost
General Contractor Mark Up at 20.0% Inflation
Construction Cost
Professional Fees at 16.0%
Total Project Cost $194,007
$26,760
$167,247
$0$27,875
$139,373
101.8% 102.7%
+ +
+
$136,087
3.1.14
Specific Project Details
Facility Condition AnalysisSection Three
Project Description
Project Number:
Priority Sequence:
Priority Class:
Category Code:
PSCAC02
8
3
AC3B
Title: CODE-COMPLAINT HANDRAILS / GUARDRAILS
System: ACCESSIBILITY Component:Element:
INTERIOR PATH OF TRAVELSTAIRS AND RAILINGS
Building Code: PSC Building Name: PETER W. STOTT CENTER
Subclass/Savings: Not Applicable
Project Class: Plant Adaption
Project Date:
Project Location: Floor-wide: Floor(s) 1, 2, B, R
Project Description
Code Application: ADAAG 505
Although some handrails / guardrails in this building meet modern accessibility and fire / life safety standards, others do not. To facilitate access and improve safety, replace non-compliant stair railings with graspable handrails with adequate extensions. New guardrails should also conform to current height and sphere test requirements. Where guardrail height is adequate, install mesh (or other infill) to conform to current sphere test requirements. As part of this effort, also upgrade stair finishes with slip resistant abrasive nosings, etc.
04/28/2008
3.1.15
Specific Project Details
Facility Condition AnalysisSection Three
Project Cost
Project Number: PSCAC02
Task Cost Estimate
Task Description Unit Qnty Unit Cost Cost Unit Cost Cost CostTotalLabor
TotalLabor Material
TotalMaterial
Handrail / guardrail system 7 $1,246 $8,722 $800 $5,600FLR $14,322
Stair tread and landing upgrade 19 $1,392 $26,448 $742 $14,098FLR $40,546
Guardrail infill 160 $8.30 $1,328 $5.25 $840LF $2,168
Project Totals: $57,036$20,538$36,498
Material/Labor CostMaterial IndexLabor Index
Material/Labor Indexed Cost
General Contractor Mark Up at 20.0% Inflation
Construction Cost
Professional Fees at 16.0%
Total Project Cost $81,081
$11,184
$69,897
$0$11,650
$58,247
101.8% 102.7%
+ +
+
$57,036
3.1.16
Specific Project Details
Facility Condition AnalysisSection Three
Project Description
Project Number:
Priority Sequence:
Priority Class:
Category Code:
PSCAC03
9
3
AC4B
Title: MODIFY TICKETING / CONCESSIONS COUNTERS
System: ACCESSIBILITY Component:Element:
GENERALOTHER
Building Code: PSC Building Name: PETER W. STOTT CENTER
Subclass/Savings: Not Applicable
Project Class: Plant Adaption
Project Date:
Project Location: Item Only: Floor(s) 2
Project Description
Code Application: ADAAG Chapter 9
The towel dispensary has a lowered outer counter, but the ticketing counters and concessions service areas do not meet modern specifications for wheelchair access. To facilitate handicapped users, lower a section of these counters to an accessible height and identify them with accessible signage. As part of this effort, also replace the dilapidated cabinetry in the concessions prep area with a larger run of accessible millwork. This new cabinetry should be moved away from the electrical panel.
04/28/2008
3.1.17
Specific Project Details
Facility Condition AnalysisSection Three
Project Cost
Project Number: PSCAC03
Task Cost Estimate
Task Description Unit Qnty Unit Cost Cost Unit Cost Cost CostTotalLabor
TotalLabor Material
TotalMaterial
Modify service counter 6 $150 $900 $80.00 $480LF $1,380
Accessible signage 2 $51.00 $102 $15.00 $30EA $132
Expanded accessible cabinetry unit, including sink, plumbing, and relocation
1 $4,700 $4,700 $1,875 $1,875LOT $6,575
Project Totals: $8,087$2,385$5,702
Material/Labor CostMaterial IndexLabor Index
Material/Labor Indexed Cost
General Contractor Mark Up at 20.0% Inflation
Construction Cost
Professional Fees at 16.0%
Total Project Cost $11,490
$1,585
$9,905
$0$1,651
$8,254
101.8% 102.7%
+ +
+
$8,087
3.1.18
Specific Project Details
Facility Condition AnalysisSection Three
Project Description
Project Number:
Priority Sequence:
Priority Class:
Category Code:
PSCES01
10
3
ES5B
Title: NEW EXTERIOR WINDOWS
System: EXTERIOR Component:Element:
FENESTRATIONS WINDOWS
Building Code: PSC Building Name: PETER W. STOTT CENTER
Subclass/Savings: Energy Conservation $686.20
Project Class: Capital Renewal
Project Date:
Project Location: Building-wide: Floor(s) 2,1
Project Description
Code Application: Not Applicable
Exterior glazing appears to be original and single glazed. A few double glazed units have been installed around the pool, but this makeshift glazing was badly installed and does not match. To lower energy consumption, replace non-energy efficient windows with new thermal pane glazing.
04/28/2008
3.1.19
Specific Project Details
Facility Condition AnalysisSection Three
Project Cost
Project Number: PSCES01
Task Cost Estimate
Task Description Unit Qnty Unit Cost Cost Unit Cost Cost CostTotalLabor
TotalLabor Material
TotalMaterial
Exterior glazing 1,640 $55.00 $90,200 $35.00 $57,400SF $147,600
Project Totals: $147,600$57,400$90,200
Material/Labor CostMaterial IndexLabor Index
Material/Labor Indexed Cost
General Contractor Mark Up at 20.0% Inflation
Construction Cost
Professional Fees at 16.0%
Total Project Cost $209,877
$28,948
$180,928
$0$30,155
$150,773
101.8% 102.7%
+ +
+
$147,600
3.1.20
Specific Project Details
Facility Condition AnalysisSection Three
Project Description
Project Number:
Priority Sequence:
Priority Class:
Category Code:
PSCES02
11
3
ES4A
Title: RESURFACE / SEAL ROOF DECK
System: EXTERIOR Component:Element:
ROOFREPAIR
Building Code: PSC Building Name: PETER W. STOTT CENTER
Subclass/Savings: Not Applicable
Project Class: Capital Renewal
Project Date:
Project Location: Floor-wide: Floor(s) R
Project Description
Code Application: Not Applicable
The new membrane roof over the main gymnasium is still in good to excellent condition. However, the roof plaza is cracked, causing isolated roof leaks. To eliminate the ongoing damage to interior finishes due to roof leaks, resurface and / or seal the roof plaza around the tennis courts and running track.
04/28/2008
3.1.21
Specific Project Details
Facility Condition AnalysisSection Three
Project Cost
Project Number: PSCES02
Task Cost Estimate
Task Description Unit Qnty Unit Cost Cost Unit Cost Cost CostTotalLabor
TotalLabor Material
TotalMaterial
Estimated allowance to repair roof deck 1 $60,050 $60,050 $90,195 $90,195LOT $150,245
Project Totals: $150,245$90,195$60,050
Material/Labor CostMaterial IndexLabor Index
Material/Labor Indexed Cost
General Contractor Mark Up at 20.0% Inflation
Construction Cost
Professional Fees at 16.0%
Total Project Cost $214,036
$29,522
$184,513
$0$30,752
$153,761
101.8% 102.7%
+ +
+
$150,245
3.1.22
Specific Project Details
Facility Condition AnalysisSection Three
Project Description
Project Number:
Priority Sequence:
Priority Class:
Category Code:
PSCES03
12
3
ES6A
Title: EXTERIOR CLEANING
System: EXTERIOR Component:Element:
GENERALATTACHED STRUCTURE
Building Code: PSC Building Name: PETER W. STOTT CENTER
Subclass/Savings: Not Applicable
Project Class: Capital Renewal
Project Date:
Project Location: Floor-wide: Floor(s) R
Project Description
Code Application: Not Applicable
Paint is flaking off the metal superstructure of the roof awning, which is covered with accumulated dirt and debris. Remove flaking paint (including on the exterior of the penthouse) and repaint exterior surfaces to retard weathering. Also, clean other exterior surfaces to improve the general aesthetic of the tennis court and running track area.
04/28/2008
3.1.23
Specific Project Details
Facility Condition AnalysisSection Three
Project Cost
Project Number: PSCES03
Task Cost Estimate
Task Description Unit Qnty Unit Cost Cost Unit Cost Cost CostTotalLabor
TotalLabor Material
TotalMaterial
Estimated allowance to clean and repaint roof plaza area
1 $54,025 $54,025 $81,100 $81,100LOT $135,125
Project Totals: $135,125$81,100$54,025
Material/Labor CostMaterial IndexLabor Index
Material/Labor Indexed Cost
General Contractor Mark Up at 20.0% Inflation
Construction Cost
Professional Fees at 16.0%
Total Project Cost $192,496
$26,551
$165,945
$0$27,657
$138,287
101.8% 102.7%
+ +
+
$135,125
3.1.24
Specific Project Details
Facility Condition AnalysisSection Three
Project Description
Project Number:
Priority Sequence:
Priority Class:
Category Code:
PSCHV01
13
3
HV3A
Title: HVAC SYSTEM RENEWAL
System: HVACComponent:Element:
HEATING/COOLING SYSTEM RETROFIT/REPLACE
Building Code: PSC Building Name: PETER W. STOTT CENTER
Subclass/Savings: Energy Conservation $23,560.00
Project Class: Capital Renewal
Project Date:
Project Location: Floor-wide: Floor(s) 1, 2, B, R
Project Description
Code Application: ASHRAE 62-2004IMC Chapters M1-M6, M12
The heating media is steam supplied from the central plant. Air distribution and building ventilation is provided by original heating and ventilating units. There are a few Reznor natural gas unit heaters in service in the wrestling room 203. There is minimal cooling available in the facility. Based on historical life cycle, the original equipment is at the end of its useful service life and is anticipated to become maintenance intensive with age. A complete redesign and replacement of the original HVAC system is recommended. Demolish and dispose of existing equipment. Install a new modern HVAC system with VAV and constant volume air distribution as needed. This includes new air handlers, ductwork, terminal units, heat exchangers, pumps, piping, controls, and electrical connections. Provide chilled water from the central plant for cooling. Specify DDCs for the new equipment. Incorporate VFDs into the new HVAC design as applicable.
05/07/2008
3.1.25
Specific Project Details
Facility Condition AnalysisSection Three
Project Cost
Project Number: PSCHV01
Task Cost Estimate
Task Description Unit Qnty Unit Cost Cost Unit Cost Cost CostTotalLabor
TotalLabor Material
TotalMaterial
Air handlers, ductwork, VAVs, VFDs, DDCs, heat exchangers, pumps, piping, electrical connections, and demolition of existing equipment
201,935 $8.53 $1,722,506 $10.42 $2,104,163SF $3,826,668
New chilled water lines from central plant, and chilled water pumps, including rough-in
1 $100,000 $100,000 $150,000 $150,000LOT $250,000
Project Totals: $4,076,668$2,254,163$1,822,506
Material/Labor CostMaterial IndexLabor Index
Material/Labor Indexed Cost
General Contractor Mark Up at 20.0% Inflation
Construction Cost
Professional Fees at 16.0%
Total Project Cost $5,805,107
$800,704
$5,004,403
$0$834,067
$4,170,336
101.8% 102.7%
+ +
+
$4,076,668
3.1.26
Specific Project Details
Facility Condition AnalysisSection Three
Project Description
Project Number:
Priority Sequence:
Priority Class:
Category Code:
PSCEL01
14
3
EL3B
Title: ELECTRICAL SYSTEM REPAIR
System: ELECTRICAL Component:Element:
SECONDARY DISTRIBUTIONDISTRIBUTION NETWORK
Building Code: PSC Building Name: PETER W. STOTT CENTER
Subclass/Savings: Not Applicable
Project Class: Deferred Maintenance
Project Date:
Project Location: Floor-wide: Floor(s) 1, 2, B, R
Project Description
Code Application: NEC Chapters 1-4
Aging devices, including wall switches and receptacles, are potential shock and fire hazards. Replace all worn or damaged switches, receptacles, and cover plates. Install GFCI receptacles where required by code. Test power panels for proper operation, replacing faulty breakers as needed. Update power panel directories for circuit identification.
05/07/2008
3.1.27
Specific Project Details
Facility Condition AnalysisSection Three
Project Cost
Project Number: PSCEL01
Task Cost Estimate
Task Description Unit Qnty Unit Cost Cost Unit Cost Cost CostTotalLabor
TotalLabor Material
TotalMaterial
Switches, receptacles, cover plates, breakers, and miscellaneous materials
201,935 $0.26 $52,503 $0.40 $80,774SF $133,277
Project Totals: $133,277$80,774$52,503
Material/Labor CostMaterial IndexLabor Index
Material/Labor Indexed Cost
General Contractor Mark Up at 20.0% Inflation
Construction Cost
Professional Fees at 16.0%
Total Project Cost $189,873
$26,189
$163,684
$0$27,281
$136,403
101.8% 102.7%
+ +
+
$133,277
3.1.28
Specific Project Details
Facility Condition AnalysisSection Three
Project Description
Project Number:
Priority Sequence:
Priority Class:
Category Code:
PSCEL02
15
3
EL3B
Title: UPGRADE BUILDING ELECTRICAL NETWORK
System: ELECTRICAL Component:Element:
SECONDARY DISTRIBUTIONDISTRIBUTION NETWORK
Building Code: PSC Building Name: PETER W. STOTT CENTER
Subclass/Savings: Not Applicable
Project Class: Capital Renewal
Project Date:
Project Location: Floor-wide: Floor(s) 1, 2, B, R
Project Description
Code Application: NEC Chapters 1-4
The building electrical network has been in service for over forty years. Based on historical life cycle, replacement of the building electrical system is recommended. Aging components, such as the circuit breakers, serve as potential fire hazards if they fail to open a circuit in an overload or short circuit condition. Remove existing aged electrical components and branch circuitry. Install new power panels, switches, raceways, conductors, and devices. Provide molded case, thermal magnetic circuit breakers and HACR circuit breakers for HVAC equipment. Redistribute electrical loads to the appropriate areas in order to ensure safe and reliable power to building occupants. Provide ground fault circuit interrupter (GFCI) protection where required, and clearly label all panels for circuit identification.
05/07/2008
3.1.29
Specific Project Details
Facility Condition AnalysisSection Three
Project Cost
Project Number: PSCEL02
Task Cost Estimate
Task Description Unit Qnty Unit Cost Cost Unit Cost Cost CostTotalLabor
TotalLabor Material
TotalMaterial
Power panels, conductors, raceways, devices, demolition, and cut and patch
201,935 $2.45 $494,741 $3.68 $743,121SF $1,237,862
Project Totals: $1,237,862$743,121$494,741
Material/Labor CostMaterial IndexLabor Index
Material/Labor Indexed Cost
General Contractor Mark Up at 20.0% Inflation
Construction Cost
Professional Fees at 16.0%
Total Project Cost $1,763,429
$243,232
$1,520,197
$0$253,366
$1,266,831
101.8% 102.7%
+ +
+
$1,237,862
3.1.30
Specific Project Details
Facility Condition AnalysisSection Three
Project Description
Project Number:
Priority Sequence:
Priority Class:
Category Code:
PSCIS01
16
3
IS1A
Title: FLOOR FINISH UPGRADES
System: INTERIOR/FINISH SYS. Component:Element:
FLOORFINISHES-DRY
Building Code: PSC Building Name: PETER W. STOTT CENTER
Subclass/Savings: Not Applicable
Project Class: Capital Renewal
Project Date:
Project Location: Floor-wide: Floor(s) 1, 2
Project Description
Code Application: Not Applicable
The carpeting in this building is generally in good overall condition, but will continue to deteriorate over time. The hardwood floor in the dance studio (room 207) also needs refinishing, and a stronger speciality flooring is required in the strength conditioning center. In addition, it is recommended that the cracked concrete floor in the service areas near the laundry be repaired, prepped and sealed with a slip resistant coating. Make necessary flooring upgrades to improve the general interior aesthetic of this 1966 athletics facility.
04/28/2008
3.1.31
Specific Project Details
Facility Condition AnalysisSection Three
Project Cost
Project Number: PSCIS01
Task Cost Estimate
Task Description Unit Qnty Unit Cost Cost Unit Cost Cost CostTotalLabor
TotalLabor Material
TotalMaterial
Carpet replacement 9,590 $5.15 $49,389 $1.92 $18,413SF $67,801
Hardwood floor sand and refinish 2,520 $0.35 $882 $3.76 $9,475SF $10,357
Clean and apply epoxy coating 3,500 $3.07 $10,745 $4.46 $15,610SF $26,355
Estimated allowance for speciality flooring for strength center
1 $13,600 $13,600 $20,400 $20,400LOT $34,000
Project Totals: $138,514$63,898$74,616
Material/Labor CostMaterial IndexLabor Index
Material/Labor Indexed Cost
General Contractor Mark Up at 20.0% Inflation
Construction Cost
Professional Fees at 16.0%
Total Project Cost $197,082
$27,184
$169,898
$0$28,316
$141,582
101.8% 102.7%
+ +
+
$138,514
3.1.32
Specific Project Details
Facility Condition AnalysisSection Three
Project Description
Project Number:
Priority Sequence:
Priority Class:
Category Code:
PSCIS02
17
3
IS6D
Title: UPGRADE RACQUETBALL COURTS
System: INTERIOR/FINISH SYS. Component:Element:
GENERALOTHER
Building Code: PSC Building Name: PETER W. STOTT CENTER
Subclass/Savings: Not Applicable
Project Class: Capital Renewal
Project Date:
Project Location: Floor-wide: Floor(s) 1
Project Description
Code Application: Not Applicable
Ceiling and wall finishes in the racquetball / squash courts are generally poor, and the vinyl tile floors in these spaces have deteriorated. Modernize these courts by installing new maple flooring that is properly striped. Also, repair / repaint court walls and ceilings.
04/28/2008
3.1.33
Specific Project Details
Facility Condition AnalysisSection Three
Project Cost
Project Number: PSCIS02
Task Cost Estimate
Task Description Unit Qnty Unit Cost Cost Unit Cost Cost CostTotalLabor
TotalLabor Material
TotalMaterial
Estimated allowance to upgrade four courts
1 $24,280 $24,280 $40,920 $40,920LOT $65,200
Project Totals: $65,200$40,920$24,280
Material/Labor CostMaterial IndexLabor Index
Material/Labor Indexed Cost
General Contractor Mark Up at 20.0% Inflation
Construction Cost
Professional Fees at 16.0%
Total Project Cost $92,905
$12,814
$80,090
$0$13,348
$66,742
101.8% 102.7%
+ +
+
$65,200
3.1.34
Specific Project Details
Facility Condition AnalysisSection Three
Project Description
Project Number:
Priority Sequence:
Priority Class:
Category Code:
PSCPL03
18
3
PL1G
Title: PLUMBING FIXTURE UPGRADE
System: PLUMBING Component:Element:
DOMESTIC WATER FIXTURES
Building Code: PSC Building Name: PETER W. STOTT CENTER
Subclass/Savings: Not Applicable
Project Class: Capital Renewal
Project Date:
Project Location: Item Only: Floor(s) 1, 2
Project Description
Code Application: IPC Chapter P4
The majority of the plumbing fixtures have been in service for over forty years. Original non-water conserving water closets and urinals are equipped with automatic flush assemblies. The scheduled upgrade of the remaining original plumbing fixtures is recommended. Remove the existing plumbing fixtures and install new fixtures, including rough-ins. Specify automatic, hands-free faucets and flush valves for the restroom fixtures. These should be hard-wired, not battery-type. Specify vacuum breaker faucets for service sinks and other sinks with hose connections. Automatic flush valves help to maintain clean and sanitary facilities, while automatic faucets conserve water.
05/07/2008
3.1.35
Specific Project Details
Facility Condition AnalysisSection Three
Project Cost
Project Number: PSCPL03
Task Cost Estimate
Task Description Unit Qnty Unit Cost Cost Unit Cost Cost CostTotalLabor
TotalLabor Material
TotalMaterial
Water closet, automatic flush valve, rough-in, and demolition
39 $960 $37,440 $670 $26,130EA $63,570
Urinal, automatic flush valve, rough-in, and demolition
39 $540 $21,060 $730 $28,470EA $49,530
Service sink, vacuum breaker faucets, rough-in, and demolition
2 $1,100 $2,200 $895 $1,790EA $3,990
Toilet seats and demolition 39 $28.00 $1,092 $25.00 $975EA $2,067
Lavatory, automatic faucets, trap, rough-in, and demolition
48 $655 $31,440 $750 $36,000EA $67,440
Project Totals: $186,597$93,365$93,232
Material/Labor CostMaterial IndexLabor Index
Material/Labor Indexed Cost
General Contractor Mark Up at 20.0% Inflation
Construction Cost
Professional Fees at 16.0%
Total Project Cost $265,588
$36,633
$228,955
$0$38,159
$190,796
101.8% 102.7%
+ +
+
$186,597
3.1.36
Specific Project Details
Facility Condition AnalysisSection Three
Project Description
Project Number:
Priority Sequence:
Priority Class:
Category Code:
PSCPL05
19
3
PL1E
Title: REPLACE DOMESTIC HOT WATER CONVERTER
System: PLUMBING Component:Element:
DOMESTIC WATER HEATING
Building Code: PSC Building Name: PETER W. STOTT CENTER
Subclass/Savings: Not Applicable
Project Class: Capital Renewal
Project Date:
Project Location: Item Only: Floor(s) 1
Room(s) TUNNEL AREA
Project Description
Code Application: IPC Chapter P5
The original steam to hot water converter / storage tank is obsolete and insulated with suspected ACMs. Replacement of the domestic hot water converter is recommended. As it ages, the heat exchanger's efficiency is reduced by internal tube scaling. Internal wear will eventually lead to failure, allowing contaminates to enter the water system. Remove the existing system. Install a new instantaneous heat exchanger, pumps, piping, and controls as needed.
05/15/2008
3.1.37
Specific Project Details
Facility Condition AnalysisSection Three
Project Cost
Project Number: PSCPL05
Task Cost Estimate
Task Description Unit Qnty Unit Cost Cost Unit Cost Cost CostTotalLabor
TotalLabor Material
TotalMaterial
Heat exchanger, pumps, piping, valves, controls, insulation, and demolition
75 $173 $12,975 $138 $10,350GPM $23,325
Project Totals: $23,325$10,350$12,975
Material/Labor CostMaterial IndexLabor Index
Material/Labor Indexed Cost
General Contractor Mark Up at 20.0% Inflation
Construction Cost
Professional Fees at 16.0%
Total Project Cost $33,183
$4,577
$28,606
$0$4,768
$23,838
101.8% 102.7%
+ +
+
$23,325
3.1.38
Specific Project Details
Facility Condition AnalysisSection Three
Project Description
Project Number:
Priority Sequence:
Priority Class:
Category Code:
PSCSI01
20
3
SI1A
Title: REPLACE DAMAGED SIDEWALK
System: SITEComponent:Element:
ACCESSPEDESTRIAN
Building Code: PSC Building Name: PETER W. STOTT CENTER
Subclass/Savings: Not Applicable
Project Class: Capital Renewal
Project Date:
Project Location: Item Only: Floor(s) 2
Project Description
Code Application: Not Applicable
The concrete walkway outside the southwest entrance to this building is badly cracked. Since this damage may represent a potential pedestrian tripping hazard, it should be addressed. Replace damaged sections of concrete to improve pedestrian safety and facilitate handicapped access.
04/28/2008
3.1.39
Specific Project Details
Facility Condition AnalysisSection Three
Project Cost
Project Number: PSCSI01
Task Cost Estimate
Task Description Unit Qnty Unit Cost Cost Unit Cost Cost CostTotalLabor
TotalLabor Material
TotalMaterial
Sidewalk replacement, concrete 1,600 $2.85 $4,560 $3.33 $5,328SF $9,888
Project Totals: $9,888$5,328$4,560
Material/Labor CostMaterial IndexLabor Index
Material/Labor Indexed Cost
General Contractor Mark Up at 20.0% Inflation
Construction Cost
Professional Fees at 16.0%
Total Project Cost $14,079
$1,942
$12,137
$0$2,023
$10,114
101.8% 102.7%
+ +
+
$9,888
3.1.40
Specific Project Details
Facility Condition AnalysisSection Three
Project Description
Project Number:
Priority Sequence:
Priority Class:
Category Code:
PSCPL02
21
4
PL2A
Title: UPGRADE DRAIN PIPING NETWORK
System: PLUMBING Component:Element:
WASTEWATER PIPING NETWORK
Building Code: PSC Building Name: PETER W. STOTT CENTER
Subclass/Savings: Not Applicable
Project Class: Capital Renewal
Project Date:
Project Location: Floor-wide: Floor(s) 1, 2, B
Project Description
Code Application: IPC Chapter P7, P11
The original cast-iron, bell-n-spigot drain piping network has been in service for over forty years. Failure to replace the drain piping will result in frequent leaks and escalating maintenance costs. Remove the existing sanitary and storm drain piping. Install new cast-iron drain piping networks with copper runouts to the fixtures. Install new floor drains, roof drains, and traps as well.
05/07/2008
3.1.41
Specific Project Details
Facility Condition AnalysisSection Three
Project Cost
Project Number: PSCPL02
Task Cost Estimate
Task Description Unit Qnty Unit Cost Cost Unit Cost Cost CostTotalLabor
TotalLabor Material
TotalMaterial
Cast-iron drain piping and fittings, copper pipe and fittings, floor / roof drains, traps, hangers, demolition, and cut and patching materials
201,935 $0.89 $179,722 $2.05 $413,967SF $593,689
Project Totals: $593,689$413,967$179,722
Material/Labor CostMaterial IndexLabor Index
Material/Labor Indexed Cost
General Contractor Mark Up at 20.0% Inflation
Construction Cost
Professional Fees at 16.0%
Total Project Cost $846,477
$116,755
$729,721
$0$121,620
$608,101
101.8% 102.7%
+ +
+
$593,689
3.1.42
Specific Project Details
Facility Condition AnalysisSection Three
Project Description
Project Number:
Priority Sequence:
Priority Class:
Category Code:
PSCPL01
22
4
PL1A
Title: RENEW POTABLE WATER SUPPLY PIPING
System: PLUMBING Component:Element:
DOMESTIC WATER PIPING NETWORK
Building Code: PSC Building Name: PETER W. STOTT CENTER
Subclass/Savings: Not Applicable
Project Class: Capital Renewal
Project Date:
Project Location: Floor-wide: Floor(s) 1, 2, B
Project Description
Code Application: IPC Chapter P6
Failure to replace the water piping will result in frequent leaks and escalating maintenance costs. Remove the existing water supply network. Install new copper water supply piping with fiberglass insulation. Install isolation valves, pressure regulators, shock absorbers, backflow preventers, and vacuum breakers as needed.
05/07/2008
3.1.43
Specific Project Details
Facility Condition AnalysisSection Three
Project Cost
Project Number: PSCPL01
Task Cost Estimate
Task Description Unit Qnty Unit Cost Cost Unit Cost Cost CostTotalLabor
TotalLabor Material
TotalMaterial
Copper pipe and fittings, valves, backflow prevention devices, insulation, hangers, demolition, and cut and patching materials
201,935 $0.56 $113,084 $1.40 $282,709SF $395,793
Project Totals: $395,793$282,709$113,084
Material/Labor CostMaterial IndexLabor Index
Material/Labor Indexed Cost
General Contractor Mark Up at 20.0% Inflation
Construction Cost
Professional Fees at 16.0%
Total Project Cost $564,402
$77,849
$486,554
$0$81,092
$405,461
101.8% 102.7%
+ +
+
$395,793
3.1.44
Specific Project Details
Facility Condition AnalysisSection Three
Project Description
Project Number:
Priority Sequence:
Priority Class:
Category Code:
PSCPL04
23
4
PL2B
Title: SUMP PUMP SYSTEM RENEWAL
System: PLUMBING Component:Element:
WASTEWATER PUMPS
Building Code: PSC Building Name: PETER W. STOTT CENTER
Subclass/Savings: Not Applicable
Project Class: Capital Renewal
Project Date:
Project Location: Item Only: Floor(s) 1
Project Description
Code Application: IPC P712
The sewage ejector system and sump pump are timeworn and in need of replacement. Remove the existing sump pit and pumps. Install a new sump pump system, including pit, two pumps, alternating controls, alarms, piping, and electrical connections.
05/09/2008
3.1.45
Specific Project Details
Facility Condition AnalysisSection Three
Project Cost
Project Number: PSCPL04
Task Cost Estimate
Task Description Unit Qnty Unit Cost Cost Unit Cost Cost CostTotalLabor
TotalLabor Material
TotalMaterial
Sewage / sump pump system, including pit, pumps, controls, connections, and demolition of existing system
2 $4,065 $8,130 $2,850 $5,700SYS $13,830
Project Totals: $13,830$5,700$8,130
Material/Labor CostMaterial IndexLabor Index
Material/Labor Indexed Cost
General Contractor Mark Up at 20.0% Inflation
Construction Cost
Professional Fees at 16.0%
Total Project Cost $19,669
$2,713
$16,956
$0$2,826
$14,130
101.8% 102.7%
+ +
+
$13,830
3.1.46
FACILITY CONDITION ANALYSIS
SECTION 4
DRAWINGS AND PROJECT LOCATIONS
FACILITY CONDITION ANALYSIS
SECTION 5 LIFE CYCLE MODEL SUMMARY AND
PROJECTIONS
Component Description Qty UnitsInstallDate
LifeExp
Uniformat Code
Unit Cost
TotalCost
Life Cycle ModelBuilding Component Summary
PSC : PETER W. STOTT CENTER
Cmplx Adj
A1030 SWIMMING POOL (Olympic size = 13,450 sf) 10,764 SF 1966 30$161.64 $1,739,893
B2010 BRICK MASONRY SURFACES 24,405 SF 1966 55$34.22 $835,139
B2020 EXTERIOR CURTAIN WALL AND WINDOWS 1,640 SF 1966 55$77.58 $127,231
B2030 EXTERIOR METAL DOORS INCL. HARDWARE 39 EA 1966 30$3,661.44 $142,796
B3010 UNBALLASTED SINGLE-PLY ROOFING SYSTEM 15,625 SF 2005 20$8.04 $125,625
C3010 INTERIOR FINISH - GYMNASIUM / ATHLETICS 201,935 SF 1966 11$39.16 $7,907,775
D2010 PLUMBING FIXTURES - GYMNASIUM / ATHLETICS
201,935 SF 1966 35$3.34 $674,463
D2020 WATER PIPING - GYMNASIUM / ATHLETICS 201,935 SF 1966 35$2.74 $553,302
D2020 WATER HEATER, SHELL AND TUBE HEAT EXCHANGER
100 GPM 1966 24$431.58 $43,158
D2030 DRAIN PIPING - GYMNASIUM / ATHLETICS 201,935 SF 1966 40$4.11 $829,953
D2030 SUMP PUMP SYS (2 PUMPS, CONTROLS) 2 SYS 1980 20$9,614.35 $19,229
D2090 POOL FILTRATION, TREATMENT, PUMPING, HEATING SYSTEMS
10,764 SF 2003 18$29.21 $314,416
D3040 HVAC SYSTEM - GYMNASIUM / ATHLETICS 201,935 SF 1966 25$26.35 $5,320,987
D4010 FIRE SPRINKLER SYSTEM 201,935 SF 1966 80$6.09 $1,229,784
D4010 FIRE SPRINKLER HEADS 201,935 SF 1966 20$0.50 $100,968
D5010 ELECTRICAL SYSTEM - GYMNASIUM / ATHLETICS
201,935 SF 1966 50$8.55 $1,726,544
D5010 ELECTRICAL SWITCHGEAR 277/480V 1,600 AMP 1966 20$42.91 $68,656
D5010 TRANSFORMER, DRY, 15KV (500 TO 1500 KVA) 750 KVA 1966 30$100.50 $75,375
D5010 TRANSFORMER, DRY, 480-208V (30-150 KVA) 75 KVA 1966 30$92.83 $6,962
D5020 EMERGENCY LIGHT (BATTERY) 8 EA 1985 20$540.95 $4,328
D5020 EXIT SIGNS (CENTRAL POWER) 23 EA 1980 20$235.36 $5,413
D5020 EXTERIOR LIGHT (HID) 8 EA 1995 20$979.08 $7,833
D5020 LIGHTING - GYMNASIUM / ATHLETICS 201,935 SF 1995 20$6.03 $1,217,668
D5030 FIRE ALARM SYSTEM 201,935 SF 1966 15$2.63 $531,089
$23,608,587
5.1.1
$6.69 Average Annual Renewal Cost per SqFt
Life Cycle Model Expenditure Projections
PSC : PETER W. STOTT CENTER
5.2.1
FACILITY CONDITION ANALYSIS
SECTION 6
PHOTOGRAPHIC LOG
Photo Log - Facility Condition Analysis
Photo ID No. Description Location
PSC : PETER W. STOTT CENTER
PSC001a Recently installed membrane roof with reflective coating
Roof seen from adjacent building
PSC001e Air handler SF4 Mechanical room 301 PSC002a Entry steps and awning over tennis courts Roof
PSC002e Supply fan Mechanical room 301 PSC003a Awning over courts and surrounding plaza Roof
PSC003e Exhaust fan Roof
PSC004a Utilitarian finishes and concrete floor Mechanical penthouse PSC004e Typical fusible link sprinkler head Tennis court area
PSC005a Roof plaza Roof
PSC005e Aging exit sign Tennis court
PSC006a Flaking paint on penthouse exterior Roof
PSC006e HID lighting Gymnasium room 255 PSC007a Plaza area Roof
PSC007e Fire water main Storage room 253
PSC008a Flaking paint on awning support structure Roof
PSC008e Indirect lighting Lobby 256
PSC009a Tennis courts Roof
PSC009e Original electrical panel Near room 247
PSC010a Handrails and nosings lacking abrasive finish Stairs from roof
PSC010e Original sprinkler heads Second floor, corridor PSC011a Additional view of plaza area Roof
PSC011e Original lavatory Womens restroom PSC012a Detail of rusting steel support structure Roof awning
PSC012e Water source heat pump Room 209
PSC013a Non-functional drinking fountain Roof, near tennis courts PSC013e Aging heating and ventilating unit Mechanical room 206 PSC014a Non-compliant handrail / guardrail Stairwell
PSC014e Battery backup emergency lighting Room 205
PSC015a Hardwood floor in good condition Main gymnasium
PSC015e New elevator Elevator
PSC016a Equipment blocking egress pathway Main gymnasium
PSC016e Fire alarm annunciator panel Outside room 201
6.1.1
Photo Log - Facility Condition Analysis
Photo ID No. Description Location
PSC : PETER W. STOTT CENTER
PSC017a Handrail / guardrail configuration Lobby
PSC017e Reznor natural gas unit heater Room 203
PSC018a Non-accessible ticket counters Lobby
PSC018e Rusting receptacle Room 203
PSC019a Concessions counters Lobby
PSC019e Tritium exit sign Room 203
PSC020a Knob hardware Office corridor south of main entry
PSC020e Utility sink, no vacuum breaker Mechanical room 111 PSC021a Carpeting and knob hardware Conference room
PSC021e Fire alarm panel Room 167
PSC022a Non-compliant public telephones Corridor near main entrance PSC022e Service entrance transformer Electrical room 167 PSC023a Vinyl asbestos tile Room 209
PSC023e Original FEMCO switchboard Electrical room 167 PSC024a Hardwood floor that needs refinishing Room 207
PSC024e Automatic transfer switch Electrical room 167 PSC025a 9 x 9 vinyl tile Second floor, corridor PSC025e Timeworn domestic hot water converter Tunnel
PSC026a Deteriorated floor and wall finishes Racquetball court
PSC026e Condensate return unit Tunnel
PSC027a General level of finish Fitness room
PSC027e Sewage ejector pumps Tunnel
PSC028a Non-accessible drinking fountain Second floor, corridor PSC028e Wet pipe fire water main Laundry room
PSC029a Grab bar configuration and ceramic tile Second floor, womens restroom PSC029e Elevator equipment Room 169
PSC030a Washbasin with paddle faucet Second floor, mens restroom PSC030e Fan coil unit Room 126
PSC031a 9 x 9 vinyl tile Classroom 219
PSC031e Cracked shower handle Womens locker room PSC032a Overview of finishes Pool
PSC032e Mixing valve Mens locker room
PSC033a Dilapidated cabinetry Concessions prep area
6.1.2
Photo Log - Facility Condition Analysis
Photo ID No. Description Location
PSC : PETER W. STOTT CENTER
PSC033e Steam converter Pool mechanical room PSC034a Guardrail lacking adequate infill Stairwell
PSC034e Sump pump Pool mechanical room PSC035a Typical finishes Combat room
PSC035e Sand filters Pool mechanical room PSC036a Climbing gym Converted racquetball court PSC036e Pool circulating pumps Pool mechanical room PSC037a Hardwood floor in good condition Second gymnasium PSC037e Original cast-iron, bell-n-spigot drain piping Pool mechanical room PSC038a Guardrail configuration Ramp, east entry
PSC038e Natural gas main Northeast corner
PSC039a Netting that impedes emergency egress pathway
Range room
PSC040a Additional view of aging finishes Racquetball court
PSC041a Narrow restroom configuration First floor
PSC042a Service counter Towel access
PSC043a Modified section of gang shower Mens locker room
PSC044a Grab bar configuration Mens locker room
PSC045a Urinal and washbasin layout Mens locker room
PSC046a Cracked concrete floor First floor, service areas PSC047a Utilitarian finishes Laundry
PSC048a Fitness equipment Strength center
PSC049a Flaking paint Trunking in mens locker room PSC050a Void Void
PSC051a Concrete floor and wall finishes Pool equipment room PSC052a Evidence of water leaching from pool Pool equipment room PSC053a Ramped access Main entrance
PSC054a High level glazing and brickwork North elevation
PSC055a Exterior masonry West elevation of main gymnasium
PSC056a Void Void
PSC057a Handrail configuration Concrete stairs from first floor, northwest corner
PSC058a Cracked concrete Southwest corner of gymnasium PSC059a Makeshift window replacement Exterior of pool
PSC060a Exterior concrete and glazed doors Center, south elevation
6.1.3
Photo Log - Facility Condition Analysis
Photo ID No. Description Location
PSC : PETER W. STOTT CENTER
PSC061a Exterior brickwork Southeast end of building PSC062a Perimeter landscaping and windscreen under
awning East elevation
PSC063a Landscaping and masonry North elevation, east wing PSC064a Handrails on steps Main entry
6.1.4
Facility Condition Analysis - Photo Log
PSC010A.jpg PSC010E.jpg PSC011A.jpg PSC011E.jpg
PSC012A.jpg PSC012E.jpg PSC013A.jpg PSC013E.jpg
PSC014A.jpg PSC014E.jpg PSC015A.jpg PSC015E.jpg
PSC016A.jpg PSC016E.jpg PSC017A.jpg PSC017E.jpg
PSC018A.jpg PSC018E.jpg PSC019A.jpg PSC019E.jpg
Facility Condition Analysis - Photo Log
PSC020A.jpg PSC020E.jpg PSC021A.jpg PSC021E.jpg
PSC022A.jpg PSC022E.jpg PSC023A.jpg PSC023E.jpg
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PSC026A.jpg PSC026E.jpg PSC027A.jpg PSC027E.jpg
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Facility Condition Analysis - Photo Log
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Facility Condition Analysis - Photo Log
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Facility Condition Analysis - Photo Log
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