Building Assessment Report Durand.pdf · tile. Floor finishes in common areas are typically carpet,...

Building Assessment Report

Building: HH.050.001 MainReport: Apr 25, 2013

FOR OFFICIAL USE ONLY

Building Assessment Report - HH.050.001 Main

Table of Contents

HH.050.001 Main 1

Executive Summary 1

Photo Album 5

System Listing 6

Renewal Schedule 7

Deficiency Summary by Priority 9

Deficiency Summary by System 10

Deficiency Detail by Priority 11

ADA Survey 27

Code Survey 30

Glossary 37

FOR OFFICIAL USE ONLY


HH.050.001 Main

Executive Summary

Gross Area (SF): 38,058

Year Built: 1914

Last Reno:

Replacement Value: $13,313,253

Repair Cost: $9,620,647

Total FCI: 72.26%

Total RSLI: 13%

Facility Attributes

Arch Assessor: Lillian Hicks

MEP Assessor: Kenneth Harazin

Assessment Date: 08/06/2012

Building ID: HH.050.001

Date Erected OR Acquired: 1914

Dept / Agency: CCHHS

Exclude from Campus

Report:

Historical: No

Owned / Leased: Owned

Status: Vacant

Facility Description:

GENERAL:

The Durand Building is located at 637 S. Wood Street in Chicago, IL. The 6 story building was originally constructed in 1914 There was a 2 story addition built at least 30 years ago. There was a major renovation completed between 2005-2006; it included a remodel of the elevator car interior, fire alarm system, and vertical stand-pipes, with hose cabinets. Exterior doors were replaced and tuckpointing around the exterior was completed around 2010.

A. SUBSTRUCTURE:

The building rests on slab-on grade that are not showing signs of settlement or damage. The building has a basement of cast in-place construction that does not show signs of settlement with indications of water infiltration.

B. SHELL:

The superstructure is steel frame. Floor construction is slab on-grade. Roof construction is slab on-grade. The exterior envelope is comprised of walls of brick veneer over CMU and prefab metal panels. Exterior windows are aluminum frame with fixed and operable panes. Exterior doors are hollow metal steel without glazing. Roofing is typically low slope modified bitumin and has no reported leaks. Most building entrances appear to comply with ADA requirements. The building roof has roof drains.

C. INTERIORS:

FOR OFFICIAL USE ONLY 1


Interior construction partition wall types include painted CMU and painted drywall. Interior doors are generally hollow core wood with wood frames, solid core wood with wood frames, aluminum with aluminum frame and glazing and hollow steel with hollow steel frame. Interior fittings include the following chalk and tack boards, graphics and identifying devices, lockers, toilet accessories, storage shelving, handrails, fabricated toilet partitions. Stair construction includes concrete risers and concrete treads with steel finishes. The interior wall finishes are typically painted drywall and structural glazed tile. Floor finishes in common areas are typically carpet, vinyl composition tile and concrete. Floor finishes in assignable spaces is typically carpet and vinyl composition tile. Ceiling finishes in common areas are typically 1x1 glue on acoustical tile, 2x2 suspended acoustical tile, 2X4 suspended acoustical tile. Ceiling finishes in assignable areas are typically 1x1 glue on acoustical tile, 2X4 suspended acoustical tile, painted concrete.

D. SERVICES:

CONVEYING:

The building does include conveying equipment. Conveying equipment includes (1) geared traction elevators, no escalators, no wheelchair lifts and no people lifts. Conveying equipment does not include hoist or cranes .

PLUMBING:

The domestic water distribution is copper and/or galvanized steel with a 80 gallon electric hot water heater, which was installed a few years ago. The sanitary waste system is cast iron. The rainwater drainage system is internal, with vertical piping connecting to roof drains.

HVAC:

Heating is provided by low pressure steam from the Hektoen Building. The low pressure steam also serves cast iron radiator around the exterior of the building. Chilled water is also supplied for cooling by the Hektoen Building, but is currently capped off, because building has been unoccupied for three years. Condensate return piping, and vacuum pump are to be replaced, because of excessive leaks, and condensate loss, which affects the new boiler system in Hektoen Building.

.

The heating/cooling distribution system is a ductwork system utilizing air handling units. The only air handler that works is in the Southeast Basement, and is used to heat the facility. There are two air handlers on each floor, North and South which are inoperable, and mostly inaccessible Fresh air is supplied by the one workable air handling unit. Roof mounted exhaust fans are installed for bathrooms and other required areas. The temperature control system is pneumatic, which operates poorly, as most mechanical control devices are adjusted by hand.

OTHER MECHANICAL SYSTEMS:

This building does have an additional system: Special Exhaust/Fume Hood Systems.

FIRE PROTECTION:

The building does not have a fire sprinkler system, or a fire pump. Standpipes are included within fire stairs, with hose cabinets in the main hallway of each floor. An outdoor Siamese fire connection is at grade, in the Northwest corner of building. Fire extinguishers and cabinets are distributed near fire exits and corridors.

ELECTRICAL:

The main electrical service is fed from the street into a ComEd vault, which is owned and maintained by the local utility company, with an output voltage of 3-phase, 4-wire, 277/480-volt power to a main switchboard/distribution panel at the building. Power distribution feeder wiring to sub-panels and other transformers is typically copper, 3 phase, 4 wire, and



120/208 volt. Lighting circuit wiring is typically 3 phase, 4 wire, and 120/208 volt, serving mostly lay-in type, fluorescent light fixtures. Branch circuit wiring is typically copper, 3 phase, 4 wire, and 120/208 volt, with an equipment ground serving electrical receptacles. Emergency and life safety egress lighting systems are installed and exit signs are present at exit doors and near stairways and are typically illuminated. The building exterior has limited exterior illumination. This assessment does not guarantee the proper operation or function of any electrical system, emergency system or life safety system. Testing of systems should be a part of the owners regular maintenance plan.

COMMUNICATIONS AND SECURITY:

The fire alarm system consists of audible/visual strobe annunciators in common spaces, and interior corridors. The system is activated by manual pull stations and smoke detectors and the system is centrally monitored. The telephone and data systems are segregated and include dedicated equipment closets and/or cabinets that are adequately secured. This building does have a local area network (LAN). The building does not include an internal security system. The security system does not have CCTV cameras. This building does not have a public address or paging system.

OTHER ELECTRICAL SYSTEMS:

This building does have a separately derived emergency power system. It is provided by (1) emergency generator. This building does not have a separately derived UPS (uninterruptable power supply) system. This building does not have have a dedicated grounding protection system and does not have a lightning protection system. This building does not have have an electrical load shedding/peak shaving system or a power factor correction system. This building does not include high voltage switchgear or equipment maintained by the owner.

E. EQUIPMENT & FURNISHINGS:

This building includes: laboratory equipment, fixed casework, and window treatments.

F. SPECIAL CONSTRUCTION:

The building does not include any special construction.

G. SITE:

Surface parking is not available on-site. Landscaping is mature; the landscaping is not irrigated. Site water drainage is handled by surface discharge. Concrete sidewalks exist and pedestrian paving immediately adjacent to the facility exists.

The potable water supply is provided from the campus/complex distribution system. A separate fire water supply to the building is provided from a campus/complex fire water distribution system. The sanitary sewer system is provided from the campus/complex sanitary system. Storm water removal is provided by a campus storm system. This site does not have a fuel distribution system. This site does not have an industrial waste system. There are not any service and pedestrian tunnels on site.



Building condition is evaluated based on the functional systems and elements of a building and organized according to the UNIFORMAT II Elemental Classification. The grouping of these systems and elements and applying a current replacement value to them develops a representative building cost model. Cost Models are developed for similar building types and functions. Systems and their elements are evaluated based on their current replacement values, life cycles, installation dates and next renewal dates. Systems and their elements that are within their useful lives are further evaluated to identify current deficient conditions that may have a significant impact on a system’s or element's remaining service life, and to determine if they are beyond their predicted expected life. The system's or element's current replacement value is based on RS Means Commercial Cost Data.

Following are the cost model's system details for this facility. Remaining Service Life % is a calculated value such that RSL% = RSL divided by its system Design Life. Facility Condition Index (FCI) FCI is an industry-standard measurement of facility condition calculated as the ratio of the costs to correct a facility's deficiencies to the facility's Current Replacement Value. It ranges from 0% (new) to 100% (very poor). The Current Repair Amount, also known as Condition Needs, represents the budgeted contractor installed costs plus owner's soft costs for the repair, replacement or renewal for a component or system level deficiency. It excludes contributing costs for other components or systems that might also be associated with the corrective actions due to packaging the work.

Current Investment Requirement and Condition by Uniformat Classification

Uniformat Classification RSLI% FCI% Current Repair

Amount

A10 Foundations NR 0.00 $0

A20 Basement Construction NR 0.00 $0

B10 Superstructure NR 0.00 $0

B20 Exterior Enclosure 17.42 41.99 $626,479

B30 Roofing 0.00 100.00 $311,719

C10 Interior Construction 0.00 97.63 $1,651,958

C20 Stairs 0.00 105.00 $351,650

C30 Interior Finishes 0.00 100.00 $1,358,169

D10 Conveying 80.00 0.00 $0

D20 Plumbing 0.00 106.66 $989,155

D30 HVAC 0.00 110.00 $1,672,516

D40 Fire Protection 0.00 108.33 $282,435

D50 Electrical 27.99 63.28 $966,047

E10 Equipment 0.00 110.00 $810,471

E20 Furnishings 0.00 105.00 $238,040

G20 Site Improvements 0.00 105.09 $185,177

G30 Site Mechanical Utilities 0.00 110.00 $116,753

G40 Site Electrical Utilities 0.00 110.00 $60,077

Total: 13.25 72.26 $9,620,647



Building Photo Album

(1) 8/6/2012 West View (2) 8/6/2012 North View (3) 8/6/2012 East View

(4) 8/6/2012 South View



System Listing for HH.050.001 Main

Uniformat System Description

Unit

Price UoM Life

Install

Year

Calc Next

Renewal

Next

Renewal¹

RSL

² RSLI% REMR FCI%

Current

Repair Amt

Current

Replacement

Amt

A1010 Standard Foundations $3.67 S.F. 100 1914 NR NR 0.00 $0 $139,630

A1030 Slab on Grade $5.54 S.F. 100 1914 NR NR 0.00 $0 $210,733

A2010 Basement Excavation $0.20 S.F. 100 1914 NR NR 0.00 $0 $7,729

A2020 Basement Walls $5.88 S.F. 100 1914 NR NR 0.00 $0 $223,614

B1010 Floor Construction $16.12 S.F. 100 1914 NR NR 0.00 $0 $613,649

B1020 Roof Construction $6.47 S.F. 100 1914 NR NR 0.00 $0 $246,284

B2010 Exterior Walls $20.01 S.F. 100 1914 NR NR 0.00 $0 $761,523

B2020 Exterior Windows $15.68 S.F. 40 1914 1954 0 0.00 1 $626,479 $596,646

B2030 Exterior Doors $3.52 S.F. 40 2010 2050 38 95.00 0.00 $0 $133,962

B3010 Roof Coverings $7.89 S.F. 20 1914 1934 0 0.00 1 $300,384 $300,384

B3020 Roof Openings $0.30 S.F. 30 1914 1944 0 0.00 1 $11,335 $11,335

C1010 Partitions $20.85 S.F. 40 1914 1954 0 0.00 1 $872,814 $793,468

C1020 Interior Doors $21.59 S.F. 30 1914 1944 0 0.00 0.85 $698,535 $821,806

C1030 Fittings $2.02 S.F. 20 1914 1934 0 0.00 1 $80,609 $76,771

C2010 Stair Construction $8.80 S.F. 75 1914 1989 0 0.00 1 $351,650 $334,905

C3010 Wall Finishes $8.07 S.F. 15 1914 1929 0 0.00 1 $307,082 $307,082

C3020 Floor Finishes $15.10 S.F. 30 1914 1944 0 0.00 1 $574,491 $574,491

C3030 Ceiling Finishes $12.52 S.F. 30 1914 1944 0 0.00 1 $476,596 $476,596

D1010 Elevators and Lifts $30.14 S.F. 30 2006 2036 24 80.00 0.00 $0 $1,146,921

D2010 Plumbing Fixtures $4.31 S.F. 30 1914 1944 0 0.00 0.90 $147,461 $163,846

D2020 Domestic Water Distribution $7.54 S.F. 30 1914 1944 0 0.00 1 $286,988 $286,988

D2030 Sanitary Waste $10.26 S.F. 30 1914 1944 0 0.00 1 $468,661 $390,551

D2040 Rain Water Drainage $2.26 S.F. 30 1914 1944 0 0.00 1 $86,045 $86,045

D3030 Cooling Generating Systems $7.26 S.F. 30 1914 1944 0 0.00 1 $303,785 $276,168

D3040 Distribution Systems $6.48 S.F. 30 1914 1944 0 0.00 1 $271,479 $246,799

D3050 Terminal & Package Units $25.56 S.F. 15 1914 1929 0 0.00 1 $1,070,048 $972,771

D3060 Controls & Instrumentation $0.65 S.F. 20 1914 1934 0 0.00 1 $27,205 $24,731

D4010 Sprinklers $6.85 S.F. 30 2012 0 0.00 1 $282,435 $260,711

D5010 Electrical Service/Distribution $4.32 S.F. 30 1914 1944 0 0.00 1 $172,579 $164,361

D5020 Lighting & Branch Wiring $16.35 S.F. 30 1914 1944 0 0.00 1 $684,649 $622,408

D5030 Communications and Security $16.84 S.F. 15 2007 2022 10 66.67 0.00 $0 $640,957

D5090 Other Electrical Systems $2.60 S.F. 30 1914 1944 0 0.00 1 $108,818 $98,926

E1020

Institutional Equipment - Exam

Case Work $19.36 S.F. 30 1914 1944 0 0.00 1 $810,471 $736,791

E2010 Fixed Furnishings $5.96 S.F. 20 1914 1934 0 0.00 1 $238,040 $226,705

G2010 Roadways $1.76 S.F. 50 1914 1964 0 0.00 1 $73,679 $66,981

G2040 Site Development $1.73 S.F. 30 1914 1944 0 0.00 1 $72,546 $65,951

G2050 Landscaping $1.14 S.F. 30 1914 1944 0 0.00 0.90 $38,952 $43,280

G3010 Water Supply $0.60 S.F. 50 1914 1964 0 0.00 1 $24,938 $22,671

G3020 Sanitary Sewer $0.95 S.F. 50 1914 1964 0 0.00 1 $39,673 $36,067

G3030 Storm Sewer $1.25 S.F. 50 1914 1964 0 0.00 1 $52,142 $47,402

G4020 Site Lighting $1.44 S.F. 30 1914 1944 0 0.00 1 $60,077 $54,615

Total: $9,620,647

¹ For blank cells default to dates shown in Calculated Next Renewal Column

² Cells are left blank for Non Renewable Systems, no RSL will be calculated. Systems are expected to expire at the end of their life cycle.



Renewal Schedule

Uniformat System Description 2012-13 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 Total

Total $9,620,646 $947,532 $10,568,178

A1010 Standard Foundations

A1030 Slab on Grade

A2010 Basement Excavation

A2020 Basement Walls

B1010 Floor Construction

B1020 Roof Construction

B2010 Exterior Walls

B2020 Exterior Windows $626,479 $626,479

B2030 Exterior Doors

B3010 Roof Coverings $300,384 $300,384

B3020 Roof Openings $11,335 $11,335

C1010 Partitions $872,814 $872,814

C1020 Interior Doors $698,535 $698,535

C1030 Fittings $80,609 $80,609

C2010 Stair Construction $351,650 $351,650

C3010 Wall Finishes $307,082 $307,082

C3020 Floor Finishes $574,491 $574,491

C3030 Ceiling Finishes $476,596 $476,596

D1010 Elevators and Lifts

D1020 Escalators and Moving Walks

D2010 Plumbing Fixtures $147,461 $147,461

D2020 Domestic Water Distribution $286,988 $286,988

D2030 Sanitary Waste $468,661 $468,661

D2040 Rain Water Drainage $86,045 $86,045

D3020 Heat Generating Systems

D3030 Cooling Generating Systems $303,785 $303,785

D3040 Distribution Systems $271,479 $271,479



Uniformat System Description 2012-13 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 Total

D3050 Terminal & Package Units $1,070,048 $1,070,048

D3060 Controls & Instrumentation $27,205 $27,205

D4010 Sprinklers $282,435 $282,435

D4020 Standpipes

D5010 Electrical Service/Distribution $172,579 $172,579

D5020 Lighting & Branch Wiring $684,649 $684,649

D5030 Communications and Security $947,532 $947,532

D5090 Other Electrical Systems $108,818 $108,818

E1010 Commercial Equipment

E1020 Institutional Equipment - Exam Case

Work

$810,471 $810,471

E1030 Vehicular Equipment

E1090 Other Equipment

E2010 Fixed Furnishings $238,040 $238,040

F1010 Special Structures

F1020 Integrated Construction

F1030 Special Construction Systems

F1040 Special Facilities

G2010 Roadways $73,679 $73,679

G2020 Parking Lots

G2040 Site Development $72,546 $72,546

G2050 Landscaping $38,952 $38,952

G3010 Water Supply $24,938 $24,938

G3020 Sanitary Sewer $39,673 $39,673

G3030 Storm Sewer $52,142 $52,142

G4020 Site Lighting $60,077 $60,077



Deficiency Summary by Priority

Budget Estimate Total: $9,620,647

Recommended (Years 5-10) $9,066,733

Potentially Critical (Years 1-2) $553,914



Deficiency Summary by System

Current deficiencies included assemblies that have reached or exceeded their design life or components of the assemblies that are in need of repair. Assemblies that have reached their design life are identified as current deficiencies and assigned the distress 'Beyond Useful Life'. The following chart lists all current deficiencies associated with this facility.

Budget Estimate Total: $9,620,647

D3050 Terminal & Package Units $1,070,048

C1010 Partitions $872,814

E1020 Institutional Equipment - Exa $810,471

C1020 Interior Doors $698,535

D5020 Lighting & Branch Wiring $684,649

B2020 Exterior Windows $626,479C3020 Floor Finishes $574,491

C3030 Ceiling Finishes $476,596

D2030 Sanitary Waste $468,661

C2010 Stair Construction $351,650

C3010 Wall Finishes $307,082

D3030 Cooling Generating System $303,785

B3010 Roof Coverings $300,384

D2020 Domestic Water Distribution $286,988

D4010 Sprinklers $282,435

D3040 Distribution Systems $271,479

E2010 Fixed Furnishings $238,040

D5010 Electrical Service/Distribution $172,579 D2010 Plumbing Fixtures $147,461

D5090 Other Electrical Systems $108,818

D2040 Rain Water Drainage $86,045

C1030 Fittings $80,609 G2010 Roadways $73,679

G2040 Site Development $72,546

G4020 Site Lighting $60,077 G3030 Storm Sewer $52,142

G3020 Sanitary Sewer $39,673

G2050 Landscaping $38,952

D3060 Controls & Instrumentation $27,205 G3010 Water Supply $24,938

B3020 Roof Openings $11,335



Deficiency Detail by Priority

Priority 2 - Potentially Critical (Years 1-2):

System: D3040 - Distribution Systems

Location: Entire Building

Material: System

Distress: Beyond Expected Life

Category: Deferred Maintenance

Priority: 2 - Potentially Critical (Years 1-2)

Correction: Renew System

Qty: 1-Ea.

Estimate: $271,479.28

Assessor Name: Kenneth Harazin

Date Created: 08/13/2012

Notes: Only (1) basement air handler is operable, and assists in building heating. There are two air handlers

on each floor, which are inoperable.

System: D4010 - Sprinklers


Material: Sprinkler System, Fire Supression

Distress: Missing

Category: Code Compliance

Priority: 2 - Potentially Critical (Years 1-2)

Correction: Install fire sprinkler system

Qty: 38,500-S.F.

Estimate: $282,434.90

Assessor Name: Kevin Carey


Photo is not available.

Notes: Building does not have a sprinkler system

Total Priority 2: $553,914.18



Priority 4 - Recommended (Years 5-10):

System: B2020 - Exterior Windows

Location: Throughout the building

Material: System



Priority: 4 - Recommended (Years 5-10)


Qty: 1-Ea.

Estimate: $626,478.76



System: B3010 - Roof Coverings

Location: Entire Roof

Material: System





Qty: 1-Ea.

Estimate: $300,384.17





System: B3020 - Roof Openings

Location: Roof

Material: System





Qty: 1-Ea.

Estimate: $11,335.25



System: C1010 - Partitions


Material: System





Qty: 1-Ea.

Estimate: $872,814.39





System: C1020 - Interior Doors


Material: System





Qty: 1-Ea.

Estimate: $698,534.89



Notes: Interior doors consist of hollow core wood, solid core wood, hollow steel and glass with aluminum

frame. Stairwell vestibule doors were replaced 7-8 years ago.

System: C1030 - Fittings

Location: Throughout the Building

Material: System





Qty: 1-Ea.






System: C2010 - Stair Construction

Location: 2 Exit Stairwells

Material: System





Qty: 1-Ea.

Estimate: $351,650.43



System: C3010 - Wall Finishes


Material: System





Qty: 1-Ea.

Estimate: $307,082.28





System: C3020 - Floor Finishes


Material: System





Qty: 1-Ea.

Estimate: $574,491.17



Notes: Floor finishes possibly contain asbestos. Abatement costs included in estimate.

System: C3030 - Ceiling Finishes


Material: System





Qty: 1-Ea.

Estimate: $476,595.81





System: D2010 - Plumbing Fixtures


Material: System





Qty: 1-Ea.

Estimate: $147,461.32



System: D2020 - Domestic Water Distribution


Material: System





Qty: 1-Ea.

Estimate: $286,987.97





System: D2030 - Sanitary Waste


Material: System





Qty: 1-Ea.

Estimate: $468,661.14



System: D2040 - Rain Water Drainage


Material: System





Qty: 1-Ea.






System: D3030 - Cooling Generating Systems


Material: System





Qty: 1-Ea.

Estimate: $303,784.75



System: D3050 - Terminal & Package Units


Material: System





Qty: 1-Ea.

Estimate: $1,070,047.77





System: D3060 - Controls & Instrumentation


Material: System





Qty: 1-Ea.




Notes: Building has pneumatic controls, and no DDC/BAS. Most all control functions are made by hand, as

pneumatic system has failed in areas.

System: D5010 - Electrical Service/Distribution


Material: System





Qty: 1-Ea.

Estimate: $172,579.21





System: D5020 - Lighting & Branch Wiring


Material: System





Qty: 1-Ea.

Estimate: $684,649.21



Notes: Building still uses T-12 bulbs, in lieu of the energy efficient T-8 bulbs.

System: D5090 - Other Electrical Systems


Material: System





Qty: 1-Ea.

Estimate: $108,818.42





System: E1020 - Institutional Equipment - Exam Case Work

Location: Floors 2-6 have labratory equipment

Material: System





Qty: 1-Ea.

Estimate: $810,470.50



System: E2010 - Fixed Furnishings


Material: System





Qty: 1-Ea.

Estimate: $238,040.29





System: G2010 - Roadways

Location: Along the north side of the building

Material: System





Qty: 1-Ea.




System: G2040 - Site Development

Location: Fence along the south side of the building

Material: System





Qty: 1-Ea.






System: G2050 - Landscaping

Location: South & west side of the building

Material: System





Qty: 1-Ea.




System: G3010 - Water Supply

Location: Exterior of Building

Material: System





Qty: 1-Ea.






System: G3020 - Sanitary Sewer


Material: System





Qty: 1-Ea.




System: G3030 - Storm Sewer

Location: Building Exterior

Material: System





Qty: 1-Ea.






System: G4020 - Site Lighting

Location: Exterior of Building

Material: System





Qty: 1-Ea.




Total Priority 4: $9,066,733.01



E 2018-08

Tier 2: Abbreviated Accessibility Survey

Question Answer Comments

A. Building History

1: Has an ADA survey previously been completed for this property? No

2: Have any ADA improvements been made to the property? No

3: Does a Barrier Removal Plan exist for the property? No

4: Has the Barrier Removal Plan been reviewed/approved by an arms-length third party such as an engineering firm, architectural firm, building department, or other agency, etc.?

N/A

5: Has building ownership or building management reported receiving and ADA related complaints that have not been resolved?

No

6: Is any litigation pending related to ADA issues? N/A

B. Parking

1: Are there sufficient accessible parking spaces with respect to the total number of reported spaces? (See Table X2.1)

N/A Parking Lot across the street

2: Are there sufficient van-accessible parking spaces available (96 inches wide by 60 inches aisle)? (See table X2.1)

N/A

3: Are there signs reading "Van Accessible" at van spaces? N/A

4: Is there at least one accessible route provided within the boundary of the site from public transportation stops, accessible parking spaces, passenger loading zones, if provided, and public streets and sidewalks?

N/A

5: Do curbs on the accessible route have depressed, ramped or curb cuts at drives, paths and drop-offs?

N/A

6: Does signage exist directing you to accessible parking an accessible building entrance?

N/A

C. Ramps

1: If there is a ramp from parking to an accessible building entrance, does it meet slope requirements? (1.12 slope or less)

N/A

2: Are ramps longer than 6 ft complete with railings on both sides? N/A

3: Is the width between railings at least 36 inches? N/A

4: Is there a level landing for every 30 feet horizontal length of ramp, at the top and at the bottom of ramps and switchbacks?

N/A




D. Entrances/Exits

1: Is the main accessible entrance doorway at least 32 inches wide?

Yes

2: If the main entrance is inaccessible, are there alternate accessible entrances?

Yes

3: Can the alternate accessible entrance be used independently? Yes

4: Is the door hardware easy to operate (lever/push type hardware, no twisting required, and not higher than 48 in above floor?

Yes

5: Are main entry doors other than revolving doors available? Yes

6: If there are two main doors in series, is the minimum space between the doors 48 inches plus the width of any door swinging into the space?

Yes

E. Paths of Travel

1: Is the main path of travel free of obstruction and wide enough for a wheelchair (at least 36 inches wide)?

Yes

2: Does a visual scan of the main path of travel reveal any obstacles (phones, fountains, etc) that protrude more than 4 inches into walkways or corridors?

No

3: Is at least one wheelchair-accessible public telephone available? N/A

4: Are wheelchair-accessible facilities (toilet rooms, exits, etc) identified with signage?

No

5: Is there a path of travel that does not require the use of stairs? Yes

F. Elevators

1: Do the call buttons have visual signals to indicate when a call in registered and answered?

Yes

2: Is the "UP" button above the "DOWN" button? Yes

3: Are there visual and audible signals inside cars indicating floor change?

Yes

4: Are there standard raised and Braille marking on both jambs of each hoist way entrance?

Yes

5: Do elevator doors have a reopening device that will stop and reopen a car door if an object or a person obstructs the door?

Yes

6: Do elevator lobbies have visual and audible indicators of car arrival?

Yes

7: Are elevator controls low enough to be reached from a wheelchair (48 inches front approach/54 inches side approach?

Yes

8: Are elevator control buttons designated by Braille and by raised standard alphabet characters (mounted to the left of the button)?

Yes

9: If a two-way emergency communication system is provided within the elevator cab, is it usable without voice communication?

Yes




G. Toilet Rooms

1: Are common-area public toilet rooms located on an accessible route?

Yes

2: Are door handles push/pull or lever types? Yes

3: Are there audible and visual fire alarm devices in the toilet rooms?

Yes

4: Are corridor access doors wheelchair-accessible (at least 32 inches wide)?

Yes

5: Are public toilet rooms large enough to accommodate a wheelchair turnaround (60 inches turning diameter)?

Yes

6: In unisex toilet rooms, are there safety alarms with pull cords? N/A

7: Are toilet stall doors wheelchair-accessible (at least 32 inches wide)?

No

8: Are grab bars provided in toilet stalls? No

9: Are sinks provided with clearance for a wheelchair to roll under (29 inch clearance)?

No

10: Are sink handles operable with one hand without grasping, pinching, or twisting?

No

11: Are exposed pipes under sinks sufficiently insulated against contact?

No

H. Guestrooms

1: Are there sufficient reported accessible sleeping rooms with respect to the total number of reported guestrooms? (See Table X2.2)

N/A

2: Are there sufficient reported accessible rooms with roll-in showers with respect to the total number of reported accessible guestroom? (See Table X2.2)

N/A



Code Survey


C1010 Partitions: Number of Exits

1: Are there at least two exits per floor from building? (IBC Table 1019.1)

Yes

2: If occupancy is over 500 for the floor, are there at least 3 exits from the floor of the building? (IBC Table 1019.1)

N/A

3: In rooms with over 50 occupants, are there two exits from room? (IBC Table 1019.2)

N/A

C1010 Partitions: Exit Direction/Travel

1: Do exit doors from rooms or suites containing 50 or more persons swing in the direction of travel to exit? (IBC 1008.1.2)

N/A

2: Do doors swinging into the exit corridor reduce the corridor width more than 50%? (IBC 1005.2)

No

C1010 Partitions: Separation of Exits

1: In non-sprinkled buildings, are the two main exits separated closer than 1/2 of the diagonal of building footprint? (IBC 1015.2.1)

Yes

2: In sprinkled buildings, are the two main exits separated closer than 1/3 of the diagonal of building footprint? ()

N/A

C1010 Partitions: Width of Exits

1: Are Exit corridors 44" wide min.? (IBC 1017.2) Yes

2: Are Exit corridor doors 36" wide min.? Yes

C1010 Partitions: Dead End Corridors

1: In sprinkled buildings, do the corridors create a dead end greater than 50'? (IBC 1017.3)

N/A

2: In non-sprinkled buildings, do the corridors create a dead end greater than 20'? (IBC 1017.3)

No

C1010 Partitions: Rated Corridors and Rooms

1: If non-sprinkled building, are exit corridors 1-hr rated min.? (to determine, look for walls to go to deck, a 20 min "C" label on jamb edge of doors into these corridors; also look for closers on these doors) (IBC Table 1017.1)

Yes




C1010 Partitions SPRINKLED Buildings: Separation of Occupancies

1: In sprinkled buildings, in rooms with over 50 occupants, is the room separated from the B Office area by 1 hour construction? (to determine, look for the walls to go to deck, a 45 minute "C" label on jamb edge of doors in the walls; also look for closers on these doors) (IBC Table 08.3.3)

N/A

2: In sprinkled buildings, in Fire Stations, is the sleeping area separated from the B Office area by 1 hour construction? (to determine, look for the walls to go to deck, a 45 minute "C" label on jamb edge of doors in the walls; also look for closers on these doors) (IBC Table 508.3.3)

N/A

3: In sprinkled buildings, in Fire Stations, is the garage area separated from the B Office area by 1 hour construction? (to determine, look for the walls to go to deck, a 45 minute "C" label on jamb edge of doors in the walls; also look for closers on these doors) (IBC Table 508.3.3)

N/A

4: In sprinkled buildings, in Police Stations, is the inmate holding cell area separated from the B Office area by 1 hour construction? (to determine, look for the walls to go to deck, a 45 minute "C" label on jamb edge of doors in the walls; also look for closers on these doors) (IBC Table 508.3.3)

N/A

5: In sprinkled buildings, in Police Stations, is the garage area/sally port separated from the B Office area by 1 hour construction? (to determine, look for the walls to go to deck, a 45 minute "C" label on jamb edge of doors in the walls; also look for closers on these doors) (IBC Table 508.3.3)

N/A

6: In sprinkled buildings, in Courthouses or Police Stations, is the inmate holding cell area separated from the B Office area by 1 hour construction? (to determine, look for the walls to go to deck, a 45 minute "C" label on jamb edge of doors in the walls; also look for closers on these doors) (IBC Table 508.3.3)

N/A

7: In sprinkled buildings, in Courthouses, is the courtroom separated from other areas by1 hour construction? (to determine, look for the walls to go to deck, a 45 minute "C" label on jamb edge of doors in the walls; also look for closers on these doors) (IBC Table 508.3.3)

N/A

C1010 Partitions NON-SPRINKLED Buildings: Separation of Occupancies

1: In non-sprinkled buildings, in rooms with over 50 occupants, is the room separated from the B Office area by 2 hour construction? (to determine, look for the walls to go to deck, a 90 minute "B" label on jamb edge of doors in the walls; also look for closers on these doors) (IBC Table 508.3.3)

N/A




2: In non-sprinkled buildings, in Fire Stations, is the sleeping area separated from the B Office area by 2 hour construction? (to determine, look for the walls to go to deck, a 90 minute "B" label on jamb edge of doors in the walls; also look for closers on these doors) (IBC Table 508.3.3)

N/A

3: In non-sprinkled buildings, in Fire Stations, is the garage area separated from the B Office area by 2 hour construction? (to determine, look for the walls to go to deck, a 90 minute "B" label on jamb edge of doors in the walls; also look for closers on these doors) (IBC Table 508.3.3)

N/A

4: In non-sprinkled buildings, in Police Stations, is the inmate holding cell area separated from the B Office area by 2 hour construction? (to determine, look for the walls to go to deck, a 90 minute "B" label on jamb edge of doors in the walls; also look for closers on these doors) (IBC Table 508.3.3)

N/A

5: In non-sprinkled buildings, in Police Stations, is the garage area/sally port separated from the B Office area by 2 hour construction? (to determine, look for the walls to go to deck, a 90 minute "B" label on jamb edge of doors in the walls; also look for closers on these doors) (IBC Table 508.3.3)

N/A

6: In non-sprinkled buildings, in Courthouses or Police Stations, is the inmate holding cell area separated from the B Office area by 2 hour construction? (to determine, look for the walls to go to deck, a 90 minute "B" label on jamb edge of doors in the walls; also look for closers on these doors) (IBC Table 508.3.3)

N/A

7: In non-sprinkled buildings, in Courthouses, is the courtroom separated from other areas by 2 hour construction? (to determine, look for the walls to go to deck, a 90 minute "B" label on jamb edge of doors in the walls; also look for closers on these doors) (IBC Table 508.3.3)

N/A

C1020 Interior Doors: Door Clearances and Widths

1: Are all door openings 32" clear min.? (when swung open, the clear dimension for a wheelchair to pass should be 32" min.) (IBC 1008.1.1, TAS 4.2.1)

Yes

C1020 Interior Doors: Door Hardware

1: Is door hardware lever type or push-pull type? (door hardware should not require pinching or grasping) (IBC 1008.1.8.1, TAS 4.13.9)

Yes Only the stairwell door hardware is lever type

2: In exit stairwells, is panic hardware with push bar installed on doors? ()

No

3: In exit stairwells, do doors contain a closer? (doors should close and not be kept open) ()

Yes

4: On building exit doors, is panic hardware with push bar or non-latching push-pull hardware installed on the doors? ()

Yes




C1030 Fittings:Room Signage

1: Room signs including stairwells and restrooms must have raised characters and braille (NFPA101 7.2.2.5.4)

No

2: Room signs must be mounted 5'-0" to center of sign (NFPA101 7.2.2.5.4)

No

3: In stairwells, at each floor, are there signs indicating the floor level and terminus level? (NFPA101 7.2.2.5.4)

Yes

4: At elevators, is there a sign indicating to use the stairs in case of fire and an evacuation drawing showing exits from building? (the sign should be mounted in elevator lobby, on wall adjacent to elevator doors) (IBC 3002.3)

Yes

C1030 Fittings:Stair Fittings

1: In exit stairwells, are handrails 34"-38" high? (IBC 1012.2) Yes

2: In exit stairwells, are handrails continuous and have extensions top and bottom? (IBC 1012.5)

No

3: In exit stairwells, do handrail ends return to wall? (IBC 1012.5) No No handrail on the wall side for floors above the 1st floor.

4: In exit stairwells and other areas, are guardrails 42" high min.? (IBC 1013.2)

Yes

5: In exit stairwells and other areas, do the guardrail balusters have 4" or less clear space between them? (measure distance between balusters in guard railing) (IBC 1013.3)

Yes

C2010 Stair Construction

1: If the occupancy for a floor is over 50, is the exit stair width at least 44" min.? (IBC 1009.1)

N/A

2: Is the exit stair headroom height at least 6'-8" min.? (IBC 1009.2) Yes

3: Is the exit stair tread rise 7" max and stair tread width 11" max? (IBC 1009.3)

Yes

4: Are the stairwell walls enclosed with rated walls (to determine, look for the walls to go to deck, a 90 minute "B" label on jamb edge of doors in the walls; also look for closers on these doors) ()

Yes

5: Does one exit stair or a rated corridor from that stair lead directly to outside the building on the ground floor? (IBC 1024.1)

Yes

D1010 Elevators and Lifts

1: In buildings over 4 stories high, on the ground floor (exit level), is there a sign with the "Star of Life" symbol mounted on either side of the elevator door jambs? (IBC 3002.4)

No

2: Are the elevator machine room walls 2hr rated? (to determine, look for the walls to go to deck, a 90 minute "B" label on jamb edge of doors in the walls; also look for closers on these doors) (IBC 3006.4)

Yes




3: Does the elevator machine room have its own independent venting or AC system? (IBC 3006.2)

Yes

D3090 Other HVAC Systems and Equipment

1: In un-sprinkled buildings, do the 1-hr rated walls contain fire dampers? (UMC2006)

N/A

2: Do all 2-hr rated walls contain fire dampers? (UMC2006) Yes

3: In restrooms, is there a working exhaust system? (UMC2006) Yes

4: In Mechanical rooms, does the return air or outside air travel to the unit(s) via ductwork? (mechanical room itself cannot be used as a plenum) (UMC2006)

Yes

5: Does the building have a fire pump room? (UMC2006) No

6: If the building has a fire pump room, does one door open directly to the exterior or if not does it open to a 2-hr protected corridor? (UMC2006)

N/A

7: Are all hanging HVAC and Mechanical equipment supported from the building structure? (UMC2006)

Yes

8: Are there any HVAC or mechanical equipment or piping located in electrical rooms or over electrical equipment? (UMC2006)

No

9: Is all mechanical piping insulated? (UMC2006) Yes

10: Are floor mounted HVAC units located on a concrete housekeeping pad and close to a floor drain? (UMC2006)

N/A

11: Are condensate drain pans and overflow-secondary drain pans installed correctly, slope the correct direction? (UMC2006)

N/A

D4010 Sprinklers

1: Is the building provided with an automatic sprinkler system? (General Information)

No

2: If High Rise building (over 75 feet high), does the building have an automatic sprinkler system? (IBC 403.2)

N/A

3: If High Rise building (over 75 feet high), does the building have a fire command room in lobby? (this room will have control panels for fireman to control and monitor elevators) (IBC 403.8)

N/A

4: If High Rise building (over 75 feet high), does the building have smoke detection devices? (IBC 403.5)

N/A

5: If High Rise building (over 75 feet high), and the doors lock from the stairwell side, is there a two way communication device every 5th floor? (look in stairwell near door for communication device or ask the building facilities manager where these are located) ()

N/A

6: Are stages greater than 1000 sq ft in area protected by an automatic sprinkler system? (IBC 905.3.4)

N/A

7: In Courtrooms or Libraries located on level 2 and higher, are they protected by an automatic sprinkler system? (IFC 903.2.1.3)

N/A




8: In Police Stations and Courthouses, are the detention areas / holding cells protected by an automatic sprinkler system? (IFC 903.2.5)

N/A

9: In Fire Stations, are the sleeping units protected by an automatic sprinkler system? (IFC 903.2.7)

N/A

10: In Fire Stations, is the garage area protected by an automatic sprinkler system? (IFC 903.2.9)

N/A

11: In buildings over 55 feet high, are they protected by an automatic sprinkler system? (IFC 903.2.10.3)

No

D4030 Fire Protection Specialties: Fire Extingusihers

1: For each floor of the building, is a person able to walk a maximum of 75' to find a fire extinguisher? (should be no more than 150 feet apart) (IFC 906.3)

Yes

2: On the exterior of the building, is the Fire Department Connection unobstructed and visible from the street? (IFC 912.2.1)

Yes

3: On the exterior of the building, doe the Fire Department Connection have a sign labeled "FDC"? (IFC 912.2.2)

Yes

D5020 Lighting and Branch Wiring: Emergnecy Lighting

1: Is there Emergency lighting in exit corridors? (ask facilities or maintenance personnel if necessary) (IBC 1006.1)

Yes

2: Is there Emergency lighting in stairwells? (ask facilities or maintenance personnel if necessary) (IBC 1006.1)

Yes

D5020 Lighting and Branch Wiring: Exit Signs

1: Are there illuminated exit signs in exit corridors, showing the direction with an arrow to the exit? (typically mounted from ceiling) (NFPA101 7.10.5)

Yes

2: Are there illuminated exit signs in front of exit doors, showing the direction with an arrow to the exit? (typically mounted from ceiling) (NFPA101 7.10.5)

Yes

D5020 Lighting and Branch Wiring: Electrical Panels

1: Are electrical panels blocked by storage? (NEC 110.26, IFC 605.3)

No

2: Do electrical panels have 36" clear space to work in front of them? (NEC 110.26, IFC 605.3)

Yes

3: Are the individual circuits clearly labeled on the electrical panels? (NEC 404.4)

Yes




D5020 Lighting and Branch Wiring: Electrical Outlets and Wiring

1: Are there any electrical wires exposed or not enclosed in conduit and/or junction boxes? (NEC 300.15, IFC 605.6)

No

2: Are electrical outlets GFI in wet areas such as kitchen counters, in bathrooms, garages, etc. ? (NEC 210.8)

Yes

D5030 Communications and Security: Visual Alarms (strobes)

1: Are Visible alarms (strobes) installed in multiple occupancy common use areas such as lobbies, corridors, restrooms? (typically mounted to wall, sometimes ceiling) (IFC 907.10.1)

Yes

2: Are audible alarms installed in all areas of the building? (ask facilities or maintenance personnel if necessary) (IFC 907.10.2)

Yes



Glossary

Abandoned A facility owned by a district that is not occupied and not maintained. See Vacant.

Adverse Effects Adverse Effects represent the possible risk incurred if a deficiency is not corrected.

Building A fully enclosed and roofed structure that can be traversed internally without exiting to the exterior.

Building addition An area, space or component of a building added to a building after the original building's year built date. NOTE: As a convention, "Main" was used to designate the original building. Additions built 30 years prior to the assessment date were included in the Main building area calculations to reflect their predicted system depreciation characteristics and remaining useful life.

Calculated Next Renewal Calculated Next Renewal refers to the year a system or building element completes its useful life based on its installed date and its expected useful or design life.

Capacity Capacity refers to the number of ocupants the facility can accommodate.

Capital Renewal Capital Renewal refers to physical facility condition work (excluding suitability and technology work) that includes the cyclical replacement of building systems or elements as they become obsolete or beyond their useful life that is not normally included in an annual operating maintenance budget.

Category Category refers to the type or class of a user defined deficiency grouping with shared or similar characteristics.

Condition Condition refers to the state of physical fitness or readiness of a facility system or system element for its intended use.

Condition Budget The Condition Budget, also known as Condition Needs, represents the budgeted contractor installed costs plus owner's soft costs for the repair, replacement or renewal for a component or system level deficiency. It excludes contributing costs for other components or systems that might also be associated with the cortrective actions due to packaging the work.

Condition Index (CI) The condition index (CI), also known as the Renaining Service Life Index (RSLI), represents the remaining useful life of building systems. A facility's cost model

includes building sub-systems and systems based on the Uniformat II identification. Each sub-system

is assigned a life expectancy. The remaining balance of the difference in years between original or

renewed installation and the projected renewal year divided by the total useful life equals the

condition index.

Correction Correction refers to an assessor's recommended deficiency repair or replacement action. For any system or element deficiency, there can be multiple and alternative solutions for its repair or replacement. A Correction is user defined and tied to a material defined in a Uniformat II element, or system it is intended to address. It excludes other peripheral costs that may also be included in the pacakaging of repair, replacement or renewal improvements that may also be triggered by the deficiency correction.

Criteria Criteria refers to the set of requirements, guidelines or standards that are assessed and rated to develop a score for their compliance.

Current Period The Current Period is the curent year plus a user defined number of forward years.



Current Replacement Value (CRV)

Current Replacement Value (CRV), also known as Replacement Value represents the hypothetical total cost of rebuilding or replacing an existing facility in current dollars to an optimal state-of-the-art condition under current codes and construction standards and techniques.

Deferred maintenance Deferred maintenance is condition work (excluding suitability and technology readiness needs) deferred on a planned or unplanned basis to a future budget cycle or postponed until funds are available.

Deficiency A deficiency is a repair item that is damaged, missing, inadequate or insufficient for an intended purpose.

Distress Distress refers to a user defined root cause of a deficiency.

Element Elements are the major components that comprise building systems as defined by Uniformat.

Energy Audit Budget Energy Audit Budget, also known as Energy Needs, represents the need for a detailed energy audit for those facilities that used more than the average Energy Utilization Index (EUI) as reported by the Department of Energy.

Energy Utilization Index (EUI)

EUI is the measure of total energy consumed in the cooling or heating of a building in an annual period expressed as British thermal unit (BTU) per (cooled or heated) gross square foot.

Expected Life Expected Life refers to the intrinsic period of time a system or element is expected to perform as intended. Expected life is generally provided by manufacturers of materials, systems and elements through their literature, testing and experience. Expected Lives in eCOMET are derived from the Building Owners and Managers (BOMA) organization's guidelines, RSMeans cost data, and from user defined historical experience.

Extended Facility Condition Index (EFCI)

Extended Facility Condition Index (EFCI) is calculated as the condition needs for the current year plus facility system renewal for user defined forward years (the Current Period) divided by Current Replacement Value.

Facility A facility refers to site(s), building(s), or building addition(s), or combinations thereof that provide a particular service or support of an educational purpose.

Facility Condition Index (FCI) FCI is an industry-standard measurement of facility condition calculated as the ratio of the costs to correct a facility's deficiencies to the facility's Current Replacement Value. It ranges from 0% (new) to 100%(very poor).

Forecast Period The Forecast Period refers to a user defined number of years after the Current Period.

Gross square feet (GSF) The area of the enclosed floor space of a building or building addition in square feet measured to the outside face of the enclosing wall.

Install year The year a system or element was built or the most recent major renovation date where a minimum of 70% of the system's Current Replacement Value (CRV) was replaced.

Life cycle Life cycle refers to the period of time that a building or or element exists and can serve its intended function. The cycle includes warranty period, intrinsic period, and run to failure period. (See Useful Life)

Next Renewal Next Renewal refers to a manually adjusted expected useful life of a system or element based on on-site inspection either by reducing or extending the Calculated Next Renewal to more accurately current conditions.

Order of Magnitude Order of Magnitude refers to a rough approximation made with a degree of knowledge and confidence that the budgeted, projected or estimated cost falls within a reasonable range of cost values.



Priority Priority refers to a deficiency's urgency for repair as determined by the assessment team and does not reflect the priority assigned to proposed project repairs as determined by a facility administrator in their funding requests or facility planning.

Five typical industry priority settings were used for the assessment:

Priority Description

1 Critical / Immediate Need

2 Potentially Critical-12 months

3 Necessary- 2-5 Yrs

4 Recommended-3-10 Yrs

5 Does Not Meet Current Code and/or Guidelines

Remaining Service Life % Remaining Service Life % represents the remaining expected life of a system or component. It is a calculated value such that RSL% = RSL divided by its system Design Life (not displayed).

Remaining Service Life (RSL) Remaining service life is a measure of a system's or element's predicted remaining useful life calculated as RSL = Next Renewal or Calculated Next Renewal Year minus the Current Year.

Remaining Service Life Index (RSLI)

The Remaining Service Life Index (RSLI) also known as the Condition Index (CI) is calculated as the sum of a renewable systems Remaining Service Life (RSL) Value divided by the sum of a system's Replacement Value (both values exclude softcost to simplify calculation updates) expressed as a percentage ranging from 100.00% (new) to 0.00% (expired - no remaining life).

Remaining Service Life Value Remaining Service Life Value also known as the RSL Weight is a calculated value used to determine the RSLI that is equal to the system Value (Unit Cost * Qty) * RSL (not displayed).

Repair Evaluation (REMR) Repair Evaluation Maintenance and Rehabilitation (REMR) is a scale used by federal and other facility administrators to objectively rank systems based on its condition:

Minor / Excellent: No noticeable defects. Some aging or wear may be visible.

Minor / Good: Only minor deterioration or defects are evident.

Moderate / Fair: Some deterioration or defects are evident but function is not significantly affected.

Moderate / Marginal: Moderate deterioration. Function is still adequate.

Major / Poor: Serious deterioration in at least some portions of the structure. Functions is inadequate.

Major / Very Poor: Serious deterioration in at least some portions of the structure. Function is inadequate.

Major / Failed: No longer functions. General failure or complete failure of a major structural component.

(Source: ERDC/CERL TR-REMR-OM-26)

Replacement Value See Current Replacement Value.

Site A facility's grounds and its utilities, roadways, landscaping, fencing and other typical land improvements needed to support a facility.



Soft Costs Soft Costs are a construction industry term that refers to expense items that are not considered direct construction costs. Soft costs are user defined and include architectural, engineering, management, testing, and mitagation fees, and other owner pre- and post-construction expenses.

Suitability Suitability refers to the measure of how well a facility supports the educational program(s) that it houses based on criteria derived from state laws, guidelines and national educational best practices.

Suitability Budget The Suitability Budget, also known as Suitability Needs, represents the budgeted contractor's installed cost plus soft costs for the corrections required to bring a program's educational suitability item or characteristic into compliance with standards, guidelines or best practices.

Suitability Score Suitability Score is a calculated value expressed as

Suitability Score = (Sum of scoring for Suitability Criteria issues) * weighted value. See School Score.

Sustainment Restoration and Modernization (S/RM)

S/RM is currently not used. Sustainment Restoration and Modernization (S/RM) refers to the Department of Defense program to keep the Department�s inventory of facilities in good working order (i.e. day to day maintenance requirements). In addition it provides resources to restore facilities whose age is excessive or have been damaged by fire accident or natural disasters and alternations of facilities to implement new or higher standards to accommodate new functions or mission.

System System refers to building and related site work elements as described by ASTM Uniformat II Classification for Building Elements (E1557-97) a format for classifying major facility elements common to most buildings. Elements usually perform a given function regardless of the design specification construction method or materials used. See also Uniformat II.

System Condition Index (SCI)

System Condition Index (SCI) is the ratio of a system's current condition deficiency costs to its replacement value - also known as "percent used" ranging from 0 percent to 100 percent or greater due to the addition of the system's renewal premium the additional costs to prepare for the system renewal such as demolition costs.

Uniformat Uniformat, also known as Uniformat II, a publication of the Construction Specification Institute (CSI), is ASTM Uniformat II Classification for Building Elements (E1557-97). UniFormat is a method of arranging construction information based on functional elements or parts of a facility characterized by their functions without regard to the materials and methods used to accomplish them. These elements are often referred to as systems or assemblies.

Utilization Utilization refers to ratio of occupants to the facility's capacity.

Vacant Vacant refers to a facility that is not occupied but is a maintained facility. See Abandoned.

Weight (Weighting Factor) Weight, also known as Weighting Factor, is a user defined factor used to apply more or less emphasis to system or element attributes such as deficiency category, deficiency priority or functional adequacy standard. For example, $100 of a Priority 1 issue by default has the same cost value (1x) as $100 of a Priority 5 item. Using weighting factors, the user can establish a priority factor so that for ranking or sorting purposes the facility (District, School, Building, Room, etc.) with a greater weighting (say 2x) thereby elevating it in rank order over the facility with Priority 1.

Year built The year that a building or addition was originally built based on its date of substantial completion or occupancy.


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