J-19 Facil Srvy- Vol II-3.pdf

Gary

Job Corps Center San Marcos, TX

Facility Planning Report Volume II (3 of 3)

Supporting Data Deficiencies

Correspondence and Reports

Final June 2009

Department of Labor/ Office of Job Corps

Gary

Job Corps Center San Marcos, TX

Facility Planning Report Volume II (3 of 3)

Supporting Data Deficiencies

Correspondence and Reports

Final June 2009

Building 7-152 Med Office Assist/Health Srvcs Admin/Hub

CONTENTS

GARY JOB CORPS CENTER

FACILITY PLANNING REPORT

• Existing Site Plan (11x17)

VOLUME II - Supporting Data

• VICINITY MAP

• LOCATION MAP

• EXISTING SITE PLAN

D. DESCRIPTIONS

• Program Descriptions

— Square Footage Details (GSF by Building, Space Utilization Comparison, NSF by Building)

— Energy Management

— Environmental Management (Environmental Management Report, Asbestos Report and Radon Report)

• Site Descriptions

• Building Descriptions: 00-301 thru 07-153

• Existing Site Plan

• Building Descriptions: 07-160 thru 12-108

• Structures: 00-100 thru 721PA

• Prototype Staff Housing and Carport

• Existing Site Plan

E. DEFICIENCIES

F. CORRESPONDENCE AND REPORTS

• Center Review Brief

• Survey Brief

• RA and Student Facility Feedback Questionnaire

• Life Safety Defi ciencies Transmittal and List

• O & M Defi ciency List

• Active Warranty Report

• FRPC Performance Measures Matrix

• Existing Site Plan (11x17)

• Proposed Near Term Site Plan (11x17)

• Proposed Long Range Site Plan (11x17)

• Mission Dependency Site Plan (11x17)

• Building Condition Site Plan (11x17)

VOLUME I - Planning Strategy

• Existing Site Plan

• Center Statistics

INTRODUCTION

• Purpose

• Report Contents

EXECUTIVE SUMMARY

• Signifi cant Issues

• Recommended Plan

• Summary of Proposed Projects

A. EXISTING CONDITIONS

• Background

• General Site Conditions

• General Building Conditions

• Facility Assessment by Function

• Energy

• Environmental Issues

• Accessibility Standards

• Current and Completed Projects Since the Last Survey

• Health and Life Safety Issues

• Summary of Defi ciencies

B. RECOMMENDATIONS

• Status of the Previous (PY02) Plan

• Issues

• PY 05 Plan Overview

• National Projects

• Regional Projects

• Proposed Near Term Site Plan

• Implementation Plan

• Proposed Long Range Site Plan

• Summary List of National Projects

• Project Data Sheets

C. PLANNING ANALYSIS

• Purpose

• Planning Objectives and Assumptions

• Space Utilization Analysis

• Mission Dependency Site Plan

• Federal Real Property Asset Management

• Defi ciency Analysis

• Building Condition by Function

• Building Condition Site Plan

E Defi ciencies

Deficiency Text

Gary (00606) 06/19/2009Date :Center :

Page : 1

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IVA

IVA

Facility improvements are needed to implement Phase I of the Career Technical Training Program changes. Phase-1 improvements will include renovations in Auto Brakes Building 7- 152, Automotive Building 7-173, Automotive Building 174, Dormitory Building 10-219, and Dormitory 10-220.

The long range plan demolishes a number of buildings, espectially in the 7, 10 and 11 series. Even though the buildings are designated to be demolished, there may be another use not considered.

Provide funds for the Phase-1 CTT Program changes.

The center needs to prepare a written plan as to how the functions being displaced from the demolished buildings will be housed in the long range plan. Take into consideration the fact that certain items will need to be disposed of to create space.

Also, for the location of vocations so that there is not a disparity of buildings after demolition takes place. The plan should be submitted to the Region Office and to the ESC for concurrence and for any plan adjustments.

CRA funding in the amount of $194,000 was approved in a memorandum dated January 14, 2008 from DBFS for the improvement of facilities to support Phase-1 of the CTT Program changes. At the time of the February 2009 Facility Survey, this deficiency had not been corrected. It was noticed that Building 10-219 was not in good structural condition; therefore it is recommended that this building not be rehabilitated.

R

O

67504

74413

ID

Year

$194,000

PROGRAM

Facility improvements for Phase-1 CTT program need funding

Long Range Plan building reuse

Findings :

Findings :

Recommendations :

Recommendations :

Notes :

Notes :

00.2.0 - PROGRAM - EDUCATION

00.7.0 - PROGRAM - STORAGE/SUPPORT

CATEGORY :

CATEGORY :

Funded Year:

O & M

Page : 2

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIIB

The entrance culvert is not large enough to handle the quantity of water that flows during flood conditions. The County has increased their culverts upstream, consequently the amount of water has increased at the culverts at the entrance drive to the center. This is causing the drive to flood-over, restricting traffic flow to the center and housing. The frequency of flooding averages once every four years for a flood duration of 4 to 6 hours.

The conditions would change if the new Highway FM 110 is constructed. The proposed route would go through the west part of the site and cause the entrance to be relocated. Negotiate with the State Highway Department to address related flooding issues at no cost to DOL.

If that project does not happen, consider constructing a larger culvert or a bridge so that the water flow does not cause flooding. Coordinate with other site drainage deficiencies. An estimate is provided for this option. While this is a center inconvenience, the frequency and duration do not warrant the cost of immediate correction.

As of the February 2009 Facility Survey, this deficiency was still valid. The highway project has been put on hold by the State of Texas for the time being.

R2602

ID

Year

$561,524

SITE

The entrance culvert is too small to handle flood water

Findings :

Recommendations :

Notes :

02.1.1 - SITE DRAINAGECATEGORY :1997

Estimated Amount

Page : 3

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIIA

IIIB

Portions of the main entrance road, Arnold Avenue and its continuation, 11th Street, suffer from alligatoring and potholes.

This is the most heavily used road at the center. Also, since the center does not have sidewalks, the students must walk in the streets.

Portions of the pavement on 5th St., especially the intersections, have areas with potholes many of which have been patched over and over. Also, since the center does not have sidewalks, the students must walk in the streets.

Repave portions of Arnold Ave. and of 11th St. The work will include removal of existing pavement, installation of a 6" base course, installation of 3" of binder and 2 1/2" of surface asphalt.

500' x 25' around Baker Ave. West 600' x 25' around 5th St.

600' x 25' around 8th St.

200' x 25' between Craw Ave. E. and Luke Ave. E.

200' x 25' east of Kane Ave. E.

A total of 52,500 SF.

Repave portions of 5th St. The work will include removal of existing pavement, installation of a 6" base course, installation of 3" of binder and 2 1/2" of surface asphalt.

600' x 25' between Arnold and Baker Avenues 200' x 25' between Craw and Kelly Avenues 100' x 25' at the intersection of 5th St. and Kelly Ave.

A total of 22,500 SF.

As of the February 2009 Facility Survey, this deficiency was still valid.

As of the February 2009 Facility Survey, this deficiency was still valid.

R

R

12665

12667

ID

Year

$321,556

$133,982

SITE

Portions of the main entrance road are in poor condition

Portions of the pavement on 5th St. are in poor condition

Findings :

Findings :

Recommendations :

Recommendations :

Notes :

Notes :

02.2.1 - ROADS

02.2.1 - ROADS

CATEGORY :

CATEGORY :

Estimated Amount

Page : 4

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIIB

Portions of the road pavement on 7th St. which have been patched numerous times, are badly deteriorated with potholes, other areas suffer from alligatoring. Also, since the center does not have sidewalks, the students must walk in the streets.

Portions of 7th St. will need to be repaved and portions will need an overlay.

1) Repave the following portions of 7th St. The work will include removal of existing pavement, installation of a 6" base course, installation of 3" of binder and 2 1/2" of surface asphalt.

100' x 20' at the intersection of 7th St. and Craw Ave.

500' x 20' between Arnold and Baker Avenues A total of 12,000 SF

2) Overlay 1 1/2" of surface mix over 900' x 20' between Kelly and Kane Avenues A total of 18,000 SF

As of the February 2009 Facility Survey, this deficiency was still valid.

R12669

ID

Year

$102,754

SITE

Portions of the pavement on 7th Street are in poor condition

Findings :

Recommendations :

Notes :

02.2.1 - ROADSCATEGORY :1991

Page : 5

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIA

At the time of the January 2003 Facility Survey, of the October 2005 Facility Survey and again at the time of the Febryary 2009 Facility Survey, the center could not supply verification that the code required (NFPA 72) inspections, testing and maintenance (annual and periodic) requirements had been performed. Several building fire alarm system panelboards indicated a trouble status.

(NFPA 72, 2007, 10.1.1 and NFPA 101, 2006, 4.6.13)

Obtain a written center-wide fire alarm system service contract with a qualified service/maintenance contractor as required by NFPA 101 and NFPA 72. The contract should include all periodic tests and inspections of the fire alarm system control panels and devices in accordance with the latest edition of National Fire Alarm Code (NFPA 72). Additionally, keep all records of required periodic testing and maintenance securely stored and readily available for inspection in accordance with

NFPA 72, 2007, 10.6.

As of the February 2009 Facility Survey, this deficiency had not been fully corrected. The center obtained a contract with the qualified service/maintenance company for the center wide inspection. The same company already provided the center with the maintenance services on an as needed bases. About 50% of all buildings with fire alarm systems were inspected and fire alarm inspection reports for these buildings were provided. The center is proceeding with the inspections. Several panels are still indicating trouble status. The newest panels are in relatively good condition. The deficiency could be marked completed when all fire alarm test inspection reports for all buildings with fire alarm systems are provided.

O48622

ID

Year

SITE

Fire alarm systems lack code required periodic inspections

Findings :

Recommendations :

Notes :

16.3.2 - FIRE ALARM (BLDG)CATEGORY :2003

Page : 6

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIIA

Pool Hall Building 4-301 gets flooded from the storm water coming from the northern part of the site and the large paved surface of the airport. The existing drainage system, consisting of roadside ditches and pipe culverts, is ineffective to adequately drain the excess storm water. The outfall channels are silted and are no longer able to handle the storm water after a heavy rainstorm.

A two-prong approach would be required.

Prevention: Negotiate with Texas DOT to incorporate storm water management in the FM 110 access ramp project so that the storm water sheet flow from the airport is intercepted and channeled away before it enters Gary JCC site.

Correction: Implement measures to upgrade the site drainage system affecting this area. Clear and restore the outfall channel on the west side of 5th Street from Kane Avenue to Arnold Avenue and beyond (2,400 LF, average 6' wide, 4' deep) and along Kane Avenue West to 2nd Street (1,800 LF, average 6' wide, 3' deep). Include one new 4' dia. x 16' long culvert involving 6' deep excavation.

As of the February 2009 Facility Survey, this deficiency was still valid. The road project is on hold by the State of Texas.

R59962

ID

Year

$33,100

SITE

Poor drainage near Pool Hall

Findings :

Recommendations :

Notes :

02.1.2 - STORM WATER DRAINAGECATEGORY :2006

Page : 7

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIIA

IIA

Large portions of the pavement on Luke Ave. and on the road to access the loading dock of the cafeteria are deteriorated. The concrete pads for truck parking and dumpsters near the cafeteria dock are in good condition.

Approximately 15 CTST painted buildings have either one or two exterior wall-mounted fire alarm audible and/or visual alarm devices that have been painted. In the event of a fire they cannot be relied upon to provide their required notification.

(NFPA 101, 2003, 9.6.1.3)

Repave portions of Luke Ave and the access road to the cafeteria loading dock. The work will include removal of existing pavement, installation of a 6" base course, installation of 3" of binder and 2 1/2" of surface asphalt.

2,000' x 20' on Luke Ave between 6th and 8th streets.

400' x 25' on access road from Luke Ave. to the cafeteria for deliveries and trash collection.

A total of 50,000 SF

Replace the painted audible and visual alarm devices. The new devices shall be suitable for outdoor use. This work shall be performed by a qualified fire alarm contractor who is familiar with the components of the buildings fire alarm systems. Provide additional care in covering items before applying paint.

As of the February 2009 Facility Survey, this deficiency was still valid.

As of the February 2009 Facility Survey, the deficiency had not been corrected.

R

O

60703

61072

ID

Year

$302,022

SITE

Deteriorated pavement on Luke Ave and the cafetria service entrance

Fire alarm system audible and visual notification devices painted

Findings :

Findings :

Recommendations :

Recommendations :

Notes :

Notes :

02.2.1 - ROADS

16.3.2 - FIRE ALARM (BLDG)

CATEGORY :

CATEGORY :

Estimated

Page : 8

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIIA

IIIB

Power poles installed by the center during an upgrade are leaning and lacking proper support. These poles are located at the following locations: north of Building 5-104, corner of 5th Street and Baker Avenue, on Baker Avenue midway between 5th and 6th Street, beside the fenced city-owned lift station, one southeast and one southwest of Building 6-251, north of Building 7-350, east of Building 7-115, north of Building 7-165, northwest of Building 11-203, northeast of Building 11-215 and southeast of Building 10-301.

112 natural gas leaks were detected on Center property during a January 2004 leak test. Not all of these have been repaired.

Provide guy wires with high visibility, high-impact guy markers.

Provide in adequate quantity to stop the poles from leaning further, preventing warp and premature cracks.

Repair the reported 21 grade 1 leaks and retest the quantity of 91 grade 2 and 3. Repeat the repair and testing of the 47 grade 2 leaks until no leaks are detected. Repair any grade 3 leaks (there were 44) that have further detetiorated and are now classified as grade 2. Replace 630 LF of 4" underground metal gas pipe with 4" polyethylene SDR 11 gas pipe (30 LF each at 21 locations, total 630 LF).

As of the February 2009 Facility Survey, this deficiency had not been corrected.

As of the February 2009 Facility Survey, this deficiency was still valid.

O

R

61169

61484

ID

Year

$32,741

SITE

Power poles are leaning

Natural gas distrbution system leaks

Findings :

Findings :

Recommendations :

Recommendations :

Notes :

Notes :

16.1.0 - ELECTRICAL (SITE)

15.5.0 - NATURAL GAS (SITE)

CATEGORY :

CATEGORY :

O & M

Page : 9

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIIA

IVA

Two cross arms at the utility pole located by Structure 01-100 appear weak for supporting the line load. The pole is a dead end pole supporting two lines across the main road. Also, the guy wire at this pole is loose.

Buildings (total of 9) are recommended for demolition: 03-300, 03-302, 04-356A, 05-260, 07-170, 09-340, 09-356, 11-153, 11- 205A.

Provide two crossarms/assembly of greater strength in order to more securely support the two lines, replacing crossarms currently used. Reuse existing hardware. Slightly tighten guy wire.

Demolish the buildings per an approved SOW.

As of the February 2009 Facility Survey, this deficiency was still valid.

As of the February 2009 Facility Survey, this deficiency was still valid. Authorized for demolition in the PY2008 CRA budget. The demolition has been approved.

R

R

61495

69854

ID

Year

$3,153

$97,018

SITE

Cross arms at utility pole appear weak for intended purpose

Demolish 9 buildings

Findings :

Findings :

Recommendations :

Recommendations :

Notes :

Notes :

16.1.0 - ELECTRICAL (SITE)

20.0.0 - BUILDING DEMOLITION

CATEGORY :

CATEGORY :

Estimated Amount

Funded Year:

Page : 10

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIIA

IIA

The gas supplier requires the center to pay for a gas line extension.

The portable fire extinguishers are not being inspected properly or consistently. There are instances of fire extinguishers missing from locations were signage and cabinets advise there is a fire extinguisher (NFPA 10, 2007, 7.2.2). There are many instances of extinguishers not displaying current monthly and/or yearly inspection tags (NFPA 10, 2007, 7.2.4.4). There are extinguishers (with or without tags) that are undercharged (NFPA 10, 2007, 7.4.1) and overcharged (7.4.1.3.1). There are buildings, and even extinguishers, that violate combinations of these standards. This occurs in, but not necessarily only in, the following buildings: 2110, 4301, 5100, 5104, 5105, 5200, 5212, 5214, 5261, 5262, 5268, 6105, 7150, 7180, 7217, 7250, 7227, 7277, 7281, 10301, 11160, 11200, 11206, 11209, 11214, 11303 and 11353.

Pay for the gas line extension.

Maintain the fire extinguishers center-wide per NFPA 10, 2007 (including inspections yearly by a certified fire extinguisher service technician, NFPA 10, 2007, 7.1.2.3, and monthly by capable center personnel).

Funding in the amount of $62,000 was provided in a memorandum from DBFS dated August 11, 2008 to provide a gas line extension.

R

O

71204

73284

ID

Year

$62,000

SITE

Site requires gas line extension

Fire extinguishers not maintained properly

Findings :

Findings :

Recommendations :

Recommendations :

Notes :

Notes :

15.5.0 - NATURAL GAS (SITE)

15.4.1 - FIRE PROTECTION (BLDG)

CATEGORY :

CATEGORY :

Funded Year:

Page : 11

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIIA

Several fire alarm control panels and associated devices on the center are obsolete, deteriorated and particularly difficult to keep in good repair as determined from observation, periodic inspection reports and necessary service documentation kept by the center. These panels and devices are located:

Dorm Building 05-103 - fire alarm panel (FACP) and 2 smoke detectors;

Dorm Building 05-104 - 4 smoke detectors, 1 duct smoke detector and 1 audio/visual device;

Dorm Building 05-105 - 1 smoke detector;

Dorm Building 05-266 - 2 smoke detectors;

Building 05-268 - 1 audio/visual devices;

Building 05-269 - fire alarm panel (FACP);

Building 6-106 - 3 smoke detectors;

Dorm Building 07-100 - 3 audio/visual devices;

Dorm Building 07-113 - 6 smoke detectors, 1 duct smoke detector and 1 pull station;

Dorm Building 07-114 - 1 smoke detector;

Dorm Building 07-115 - 4 smoke detectors, 1 duct smoke detector;

Dorm Building 07-216 - fire alarm panel (FACP), 17 smoke detectors and 3 pull stations, 1 duct smoke detector and 4 audio/visual devices;

Dorm Building 07-217 - fire alarm panel (FACP), 3 smoke detectors, 1 duct smoke detector, 2 pull stations and 1 audio device;

Dorm Building 07-218 - 1 audio/visual device;

Dorm Building 07-100 - 3 audio/visual devices;

Building 09-361 - fire alarm panel (FACP);

Dorm Building 10-219 - 3 smoke detectors, 1 pull stations, 3 visual devices and 4 audio devices;

Dorm Building 10-220 - 1 smoke detector;

Building 10-302 - fire alarm panel (FACP) and 1 pull stations;

Building 10-353 - fire alarm panel (FACP), 2 smoke detectors;

and Building 11-350 - fire alarm panel (FACP).

Replace the existing FACP panels and not operational fire alarm devices with new units, at the above mentioned locations. The new units shall be conventional, each with battery backup, and

R73575

ID

Year

$39,525

SITE

Fire alarm control panels and devices are deteriorated

Findings :

Recommendations :

16.3.2 - FIRE ALARM (BLDG)CATEGORY :2009

Page : 12

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIIA

Several step-down pole-mounted transformers are leaking.

These transformers are in the following locations: two 50 kVA transformers from the transformer bank east of Building 6-206, 50 kVA transformer from the transformer bank north of Building 7-150, one 75 kVA transformer from the transformer bank northwest of Building 7-151, 50 kVA transformer from the transformer bank north of Building 7-160, two 50 kVA transformers from the transformer bank near Building 7-218,and one 25 kVA transformer from the transformer bank north of Building 7-250.

have adequate zones for all existing devices plus two spare zones. The new installation shall meet the requirements of the latest edition of NFPA 72, including complete testing and documentation as outlined. A service and maintenance contract for testing, inspection and documentation in accordance with NFPA 72 shall be also included for the warranty period, with options for renewal for five years after the warranty period expires. Retain all documentation in accordance with code following the closeout and provide a copy of the warranty to the ESC. For estimating, assume the installation of 8 conventional fire alarm control panels, 49 non-addressable smoke detectors, 5 non-addressable duct smoke detectors, 8 pull stations and 21 audio/visual devices.

Replace above mentioned transformers with identical units. For cost estimating, include installation of (1) 25 kVA, (6) 50 kVA, and (1) 75 kVA pole-mounted oil-filled step-down transformers, with 12.47/7.2 kV primary and 120/208V secondary.

R74034

ID

Year

$25,934

SITE

Pole-mounted transformers leaking

Findings :

Recommendations :

Notes :

Notes :

16.1.0 - ELECTRICAL (SITE)CATEGORY :2009

Page : 13

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIIA

One power pole located north of Dorm Building 7-100, supporting primary power lines, communication lines, and cobra head light fixture for the road lighting, is 40 years old, has vertical stress cracks and is very dry.

Replace the existing power pole in-kind. Reuse and/or provide new guy wire, hardware, insulators and accessories as necessary for a complete safe and code compliant installation.

Comply with both NEC and NESC. Provide yellow insulators for guy wires within 10' of grade. Use two new six-foot crossarms and optimize spacing. Provide new ground rod and down conductors. Provide pole, pole configuration, working clearances and material selections as is typical of Pedernales Electric Company for the particular geographic region. Coordinate necessary outages. Re-install existing cobra-head light fixture.

Reconnect light fixture to the existing circuit. For costing assume the removal of existing and re-installation of one new 40-foot, 12-inch treated wooden pole with two cross-arms, reconnection of electrical cabling, accessories, and re-installation of existing light fixture.

R74035

ID

Year

$8,340

SITE

Wooden pole is aged, cracked and not reliable

Findings :

Recommendations :

Notes :

16.1.0 - ELECTRICAL (SITE)CATEGORY :2009

Page : 14

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIIB

The exterior building-mounted and pole-mounted light fixtures are not operational in the evening hours due to lamp failure, ballast failure or open circuiting. There are non-operational building-mounted light fixtures in the following locations:

1 light fixture mounted on Building 02-110, 8 light fixtures mounted on Building 04-301, Several light fixtures mounted on the back walls of Buildings 05- RH-1, 05-RH-2, and 05-RH-3, 1 light fixture mounted on Building 06-100, 3 light fixtures mounted on Building 06-105, 1 light fixture mounted on Building 07-113, 1 light fixture mounted on Building 07-115, Several light fixtures mounted on wall facing the court between Dorm Buildings 07-216, 07-217, and 07-218.

There are non-operational pole-mounted security and flood light fixtures in the following locations: 4 pole-mounted light fixtures on the pole located across from Building 04-351 and facing Kane Avenue, and 4 pole-mounted light fixtures on the pole located along Kelly Avenue between Buildings 05-261 and 05-212.

Provide lamps, ballasts and perform other necessary maintenance to return outside lights to normal operation.

O74036

ID

Year

SITE

Outside light fixtures not operational

Findings :

Recommendations :

Notes :

16.2.0 - SITE LIGHTINGCATEGORY :2009

Page : 15

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIIA

IIA

The service drop conductors and primary lines at the staff housing location are heavily covered by tree branches. High velocity wind in a thunderstorm can damage or knock down the service drop conductors and primary lines. One tree is located north of housing unit SH-415AB, and another tree is located west of housing unit SH-502AB.

Main loadcenters for housing units located at the main staff housing area are missing circuit breaker filler plates. This creates a potential shock hazard due to exposed energized portions of the panelboard. In addition, the openings allow dust or foreign objects to enter and contact internal parts of the panel. The integrity of the overcurrent protective devices may be jeopardized. This occurs in but not necessarily only in, the following housing units: SH-001AB, SH-005AB, SH-011AB, SH-

012AB, SH-015AB, SH-021, SH-023, SH-024AB, SH-027, SH-

031, SH-032, SH-422AB, SH-503AB, SH-507AB, SH-515AB,

SH-519AB, SH-523AB, SH-553AB, SH-539AB, SH-2201.

(NEC, 2008, 110.27(A) and 408.7)

Coordinate with the electrical utility company or electrical contractor to have them trim off the tree branches to provide adequate clearance for the service drop conductors and primary lines.

Provide electric panel circuit breaker filler plates to prevent electrical shock hazard and restore integrity to the overcurrent protective devices.

O

O

74178

74180

ID

Year

SITE

Service drop conductors come in contact with the three branches

Electrical loadcenters energized parts not guarded

Findings :

Findings :

Recommendations :

Recommendations :

Notes :

Notes :

16.1.0 - ELECTRICAL (SITE)

16.1.1 - ELECTRICAL (BLDG)

CATEGORY :

CATEGORY :

Page : 16

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IA

There are many instances at the staff housing unit location that general exterior located receptacles and exterior service receptacles adjacent to pad-mounted condensing units for the housing units are not the ground fault circuit interrupter (GFCI) type as required by code for personnel protection. There are many instances that exterior located receptacles do not have weatherproof cover plates which provide protection as required for damp locations. This occurs at but not necessarily only at the following housing units: SH-001B, SH-004B, SH-008B, SH-

011B, SH-012AB, SH-015, SH-024, SH-410AB, SH-414AB, SH-

422B, SH-426AB, SH-427AB, SH-430AB, SH-431AB, SH-502A,

SH-503AB, SH-507AB, SH-510A, SH-511AB, SH-518AB, SH-

522AB, SH-523A, SH-541B, SH-545B, SH-553B, SH-557AB.

(NEC, 2008, 210.8 and 406.8(A))

Replace the existing receptacles with new GFCI receptacles.

Install new metallic weatherproof in-service cover plates. Test with a GFCI circuit tester to verify correct operation and wiring.

O74181

ID

Year

SITE

Receptacles are not GFCI type, weatherproof cover plates not provided Findings :

Recommendations :

Notes :

16.1.1 - ELECTRICAL (BLDG)CATEGORY :2009

Page : 17

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIA

IIIB

In the staff housing area most of the exterior located loadcenters do not have complete circuit directories. This is required by code to identify the purpose and use of the overcurrent protective/disconnecting devices.

(NEC, 2008, 408.4 and 110.22)

The domestic hot water pipes in the some mechanical rooms and refrigerant suction pipes outside at some condensing units are not adequately insulated, resulting in energy losses. DOL strongly discourages the the misuse of energy and resources.

The following is a list of those buildings requiring additional pipe insulation: 5-103, 5-104, 5-105, 5-210, 5-262, 6-200, 6-250, 7- 100, 7-114, 7-115, 7-150, 7-216, 7-217, 7-218, 7-301.

Provide complete circuit directories to accurately indicate the purpose and use of the overcurrent protective/disconnecting devices. Each identification shall include sufficient detail to allow each circuit to be distinguished from all others.

Insulate the hot water pipes with 1/2" all service jacket pipe insulation and insulate the refrigerant pipes with 3/4-inch thick flexible closed cell foam insulation.

O

R

74303

74430

ID

Year

$4,001

SITE

Loadcenters at the staff housing area lack complete circuit directories

Pipes are not adequately insulated

Findings :

Findings :

Recommendations :

Recommendations :

Notes :

Notes :

16.1.1 - ELECTRICAL (BLDG)

15.0.1 - PLUMBING (BLDG)

CATEGORY :

CATEGORY :

O & M

Page : 18

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIA

The center replaced hard wired exit signs with photoluminescent exit signs or relocated the existing photoluminescent exit signs to different locations. These photoluminescent exit signs are not always continuously illuminated by the light sources in accordance with their listing (5 footcandles).

(NFPA 101, 2006, 7.10.7.2)

Discontinue practice of replacing any existing hard wired exit signs with new photoluminescent exit signs. Do not provide any new photoluminescent exit signs during CTST renovation projects. Stop relocation of the existing photoluminescent exit signs to the new locations.

O74433

ID

Year

SITE

Photoluminescent exit signs with no continuous illumination

Findings :

Recommendations :

Notes :

16.2.4 - EMERGENCY/EXIT LIGHTINGCATEGORY :2009

Page : 19

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIB

IIA

A refrigerator and sound system have been placed in front of the loadcenter. The code required 36" minimum working space is not provided.

(NEC, 2008, 110.26)

The 200A panelboard located on the pole east of the security gate house and serving entrance signage is missing circuit breaker filler plates. This creates a potential shock hazard due to exposed energized portions of the panelboard. In addition, the openings allow dust or foreign objects to enter and contact internal parts of the panel. The integrity of the overcurrent protective devices may be jeopardized.

(NEC, 2008, 110.27(A) and 408.7)

Relocate the refrigerator and sound system to provide a minimum 36" working clearance in front of the loadcenter. It is suggested that the center provide and install permanent signs on all 120/208V electrical panels denoting the National Electric Code requirement for 36" clearance.

Provide electric panel circuit breaker filler plates to prevent electrical shock hazard and restore integrity to the overcurrent protective devices.

As of the February 2009 Facility Survey, this deficiency had not been corrected.

O

O

61183

74362

ID

Year

00-100 - SECURITY GATE HOUSE

Electrical loadcenter lacks clearance

Electrical panelboard energized parts not guarded

Findings :

Findings :

Recommendations :

Recommendations :

Notes :

Notes :

16.1.1 - ELECTRICAL (BLDG)

16.1.1 - ELECTRICAL (BLDG)

CATEGORY :

CATEGORY :

Page : 20

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIIB

IIIB

This building has been abandoned following completion of the municipal water line and is recommended to be demolished in Phase #2 of the Long Range Development Plan.

Both turbine vents on the roof do not operate.

Demolish the building (Approx 1,500 GSF).

Troubleshoot and repair the vents.

As of the December 2002 Facility Survey, this deficiency was still valid.

As of the February 2009 Facility Survey, this deficiency had not been corrected.

R

O

60469

ID

Year

$14,406

00-301 - WATER PUMPING PLANT (VACANT)

00-303 - GAS PRESSURE STATION

Vacant abandoned building no longer needed

Roof turbine vents are inoperable

Findings :

Findings :

Recommendations :

Recommendations :

Notes :

Notes :

20.0.0 - BUILDING DEMOLITION

15.3.3 - VENTILATION

CATEGORY :

CATEGORY :

Estimated

Page : 21

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIIB

This building has been abandoned and the functions relocated to Building 11-301. This building is in the path of FM 110, a proposed new highway.

Demolish the building (Approximately 3,000 GSF). Preferably this should be done as part of the highway project. The transite siding contains asbestos.

As of the February 2009 Facility Survey, this deficiency was still valid.

R3364

ID

Year

$54,961

01-205 - STORAGE

Vacated building no longer needed

Findings :

Recommendations :

Notes :

20.0.0 - BUILDING DEMOLITIONCATEGORY :1997

Page : 22

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IVA

IIIA

The sump pump located in the crawl space of the building lacks a remote reset switch. Maintenance staff must enter a 3-foot high crawl space and crawl to the pump, located 50 feet from the manhole, to reset the unit.

The ground to the immediate north of the gymnasium wing retains storm water and lawn sprinkler water that drain toward the building, and remains oversaturated most of the time. As the sun is blocked from the east and south by the two wings of the building, this area is in shade almost all day and the ground does not dry out. After a heavy rain, storm water drains into the crawl space under the gymnasium. As a result, moisture rises through the exterior masonry wall. A progressively larger surface of the wall is becoming stained and the wall is becoming saturated. That will lead to degradation.

Provide one remote reset switch for the sump pump at a location to be specified by center maintenance (Approx. 80 LF).

Re-grade the ground from the north edge of the building corners, grade diagonally away from the building. Re-seed after grading.

Quantity: The total area for grading and seeding is approximately 4,400 SF; the average depth of grading is 2.5".

As of the February 2009 Facility Survey, this deficiency was still valid.

This deficiency was funded in PY 2008.

R

R

38799

59547

ID

Year

$1,290

$4,953

02-110 - GYM-ACTIVITY BLDG

Sump pump in crawl space lacks remote reset switch

Storm water causing building deterioration

Findings :

Findings :

Recommendations :

Recommendations :

Notes :

Notes :

15.0.1 - PLUMBING (BLDG)

02.1.2 - STORM WATER DRAINAGE

CATEGORY :

CATEGORY :

Estimated Amount

Page : 23

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIIA

IIIB

IIIB

The lower section of a downspout at the west patio (west of the billiard/handball area) roof overhang is missing.

Many of the thermometers and pressure gauges (7 of 12) at the chillers are missing, out of calibration or inoperable.

Access to the coils in the air handlers in the west mechanical room is blocked by the piping.

Replace an approximate 4' section of downspout. Connect securely to the existing section.

Center maintenance staff to replace failed and missing units.

Rework the pipe routing the first time the piping is removed for maintenance.

As of the February 2009 Facility Survey, this deficiency had not been corrected.

As of the February 2009 Facility Survey, this deficiency had not been corrected.

As of the February 2009 Facility Survey, this deficiency had not been corrected.

O

O

O

59549

60473

60474

ID

Year

02-110 - GYM-ACTIVITY BLDG

Part of downspout missing

Faulty gauges at chiller

Unit access is blocked

Findings :

Findings :

Findings :

Recommendations :

Recommendations :

Recommendations :

Notes :

Notes :

Notes :

02.1.2 - STORM WATER DRAINAGE

15.3.1 - HVAC (BLDG)

15.3.1 - HVAC (BLDG)

CATEGORY :

CATEGORY :

CATEGORY :

O & M

Page : 24

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIIA

IIIA

There are numerous vertical cracks in the exterior walls of the building. Most of the cracks are located on the north and south exterior walls of the gymnasium.

There is an electrical panel below water pipes in the electrical room off the gym.

Maintenance should familiarize themselves on the location of the cracks, apply a sealant and monitor any of their progressions to getting larger. Obtain the services of a Registered Structural Engineer if they become larger to evaluate the cause, correction, and cost. Obtain a written report and submit the findings to the ESC Project Manager.

Install a fiberglass or tray below the water pipes to catch any water that would escape from the water piping. (approximately 6' long, 2' wide, and 2" high lips on the perimeter)

O

R

72570

72571

ID

Year

$418

02-110 - GYM-ACTIVITY BLDG

Exterior walls cracked in numerous places

Electrical panel below water pipes

Findings :

Findings :

Recommendations :

Recommendations :

Notes :

Notes :

03.0.0 - STRUCTURAL

16.1.1 - ELECTRICAL (BLDG)

CATEGORY :

CATEGORY :

O & M

Page : 25

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIIA

IIIA

The scuttle for access to the crawl space does not have a ladder for maintenance access.

The glass walls and pressed board side walls in the handball courts are separating and out of level.

Install a steel ladder for access. (approximately 6' high and 2' wide with steel frame and rungs) Anchor to the steel frame and install a stabilizing bar that can be pulled up.

Engage the services of a structural engineer to investigate the possible reasons and methods of correction for these conditions, develop corrective recommendations and cost estimate. Report the findings to the ESC.

R

R

72572

72574

ID

Year

$973

$7,200

02-110 - GYM-ACTIVITY BLDG

No ladder to the crawl space

Handball court glass walls, floors and side walls are separating

Findings :

Findings :

Recommendations :

Recommendations :

Notes :

Notes :

01.2.0 - EGRESS

09.0.0 - INTERIOR FINISH

CATEGORY :

CATEGORY :

Estimated Amount

Page : 26

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIA

IIIA

Five emergency light fixtures located in the gym, one fixture located at the stairways to the mechanical equipment mezzanine, three fixtures at the corridor of the recreation wing, and two fixtures at the music room are not operational when placed in the loss of permanent power mode.

(NFPA 101, 2006, 4.5.7 and 7.9.2.6)

The exterior light fixture located at the east exterior wall outside of the racquetball rooms is broken and deteriorated.

Replace batteries and/or lamps and perform other required maintenance to return the emergency light fixtures to normal operation. Also, NFPA 101, 2006, 7.9.3.1.1 requires functional testing be conducted for emergency light fixtures at a maximum of 30-day intervals.

Replace the existing HID light fixture with a new wall-mounted HID light fixture, with a 250W metal halide lamp, integral photocell and energy efficient electronic ballast. The new fixture shall be listed for wet locations. Securely fasten the fixture in place. Reconnect to the existing wiring. For cost estimating, assume the installation of one new wall-mounted HID light fixture with a 250W metal halide lamp, integral photocell and energy efficient electronic ballast.

O

R

72908

72958

ID

Year

$547

02-110 - GYM-ACTIVITY BLDG

Emergency light fixtures not operational

Exterior light fixture deteriorated

Findings :

Findings :

Recommendations :

Recommendations :

Notes :

Notes :

16.2.4 - EMERGENCY/EXIT LIGHTING

16.2.0 - SITE LIGHTING

CATEGORY :

CATEGORY :

O & M

Page : 27

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIIA

Approximately eight fixtures of the 48 HID ceiling-mounted light fixtures in the gym are not operational, ballasts are burned out.

Also, the lamps in the currently operational light fixtures are close to the end of their useful life and unable to provide designed lighting output. The lighting level in the gym was measured by a light meter and found to be 30 footcandles including natural light contribution. This is below the DOL standards which recommend a lighting level of 50 footcandles for this area.

Replace eight non-operational HID light fixtures with eight new HID light fixtures in-kind. Replace the lamps in the currently operational light fixtures and clean the lenses prior to re-installation. For estimating, assume replacement of (48) PAR, 400W lamps and replacement of 8 HID light fixtures, each with a 400W lamp.

R72959

ID

Year

$9,517

02-110 - GYM-ACTIVITY BLDG

Some light fixtures in the gym not operational, lighting level low

Findings :

Recommendations :

Notes :

16.2.3 - INTERIOR LIGHTINGCATEGORY :2009

Page : 28

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IA

IA

The GFCI receptacle located at the north exterior wall of the weight lifting room is energized and does not trip with test switch depressed or when tested with a GFCI circuit tester.

Shock protection is not provided as required by code for this location. This receptacle and the GFCI receptacle located at the north exit of the recreational wing are missing weatherproof cover plates which provide protection as required for wet locations.

(NEC, 2008, 210.8 and 406.8 (B))

The receptacle located at the north exterior wall of the main mechanical room is not the ground fault circuit interrupter (GFCI) type as required by code for personnel protection.

(NEC, 2008, 210.8)

Replace the GFCI receptacle with a new unit. Install a new weatherproof in-service cover plate.. Test with a GFCI circuit tester to verify correct operation and wiring.

Replace the existing receptacle with a new GFCI receptacle.

Test with a GFCI circuit tester to verify correct operation and wiring.

O

O

72960

72961

ID

Year

02-110 - GYM-ACTIVITY BLDG

GFCI receptacle failed to trip during testing, cover plates are missing

Receptacle is not GFCI type

Findings :

Findings :

Recommendations :

Recommendations :

Notes :

Notes :

16.1.1 - ELECTRICAL (BLDG)

16.1.1 - ELECTRICAL (BLDG)

CATEGORY :

CATEGORY :

Page : 29

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIIA

IIIA

IIIB

The grade around the building is not sloped away from the building adequately so that storm water drains away from the building and doesn't infiltrate the foundation.

Area drain grates are clogged with grass cuttings.

A hose bibb is leaking badly on the north wall of the building, depositing water at the foundation.

Grade along the perimeter of the building so that the slope is at least 1/4" per foot for at least 10' away from the side of the building. Install new grass (hydroseed) seed and straw to reduce erosion. (Approximately 8,000 SF of grading and seeding)

Remove the grass from the grates and ensure they can drain.

Troubleshoot and repair the hose bibb.

R

O

O

73069

73071

73300

ID

Year

$4,973

02-110 - GYM-ACTIVITY BLDG

Grade not sloped away from foundation

Area drains clogged with grass cuttings

Hose bibb leaking

Findings :

Findings :

Findings :

Recommendations :

Recommendations :

Recommendations :

Notes :

Notes :

Notes :

02.1.1 - SITE DRAINAGE

02.1.1 - SITE DRAINAGE

15.0.1 - PLUMBING (BLDG)

CATEGORY :

CATEGORY :

CATEGORY :

Estimated Amount

Page : 30

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIIB

IIA

A sign was posted advising that a flush valve style water closet in the men's restroom does not operate.

At the time of the facility survey the sprinkler equipment in this building did not have documentation attached showing its inspection.

Troubleshoot and repair or replace the flush valve.

Have the inspecting party attach the proper documentation to the equipment.

O

O

73443

74147

ID

Year

02-110 - GYM-ACTIVITY BLDG

Plumbing fixture not operational

Fire protection system lacks code required inspections

Findings :

Findings :

Recommendations :

Recommendations :

Notes :

Notes :

15.1.2 - PLUMBING FIXTURES

15.4.0 - FIRE PROTECTION (SITE)

CATEGORY :

CATEGORY :

Page : 31

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIB

IIIB

IIIA

This building was constructed with VST participation. The water closet and urinal sanitary drain piping lacks vents.

(IPC, 2006, 903.1)

The photocell for building-mounted exterior light fixtures has failed. The condition causes the affected lighting units to remain on continuously. The condition not only shortens the life of the lamps and ballasts, but also wastes energy.

The entrance door closer arm is disconnected.

Install the drain vents.

Replace the existing photocell and provide other required maintenance as needed to ensure proper operation.

Reconnect the closer arm so the door automatically closes.

As of the February 2009 Facility Survey, this deficiency had not been corrected.

As of the February 2009 Facility Survey, this deficiency had not been corrected.

O

O

O

60701

61206

72575

ID

Year

02-111 - BATH HOUSE

Sanitary drain lacks vents

Exterior light fixtures operating during daylight hours

Door closer arm disconnected

Findings :

Findings :

Findings :

Recommendations :

Recommendations :

Recommendations :

Notes :

Notes :

Notes :

15.2.1 - WASTE PLUMBING

16.2.2 - EXTERIOR LIGHTING

08.1.1 - EXTERIOR DOORS/FRAMES

CATEGORY :

CATEGORY :

CATEGORY :

O & M

Page : 32

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIA

IIA

The fire alarm panel indicates a trouble status. The trouble status indicates that the system will not be fully operational when needed.

(NFPA 101, 2006, 9.6.1.5 and 4.6.12)

The panelboard located in the mechanical closet at the east wing does not have a complete circuit directory. This is required by code to identify the purpose and use of the overcurrent protective/disconnecting devices.

(NEC, 2008, 408.4 and 110.22)

Inspect and clear the trouble status and make any necessary repairs to return the fire alarm system to normal operational status. This work shall be performed by a qualified fire alarm contractor who is familiar with the components of the building fire alarm system. Also, NFPA requires that the records of conducted maintenance and testing be maintained.

Provide a complete circuit directory to accurately indicate the purpose and use of the overcurrent protective/disconnecting devices. Each identification shall include sufficient detail to allow each circuit to be distinguished from all others.

O

O

72911

72912

ID

Year

02-111 - BATH HOUSE

Fire alarm system not fully operational

Electrical panelboard lacks complete circuit directory

Findings :

Findings :

Recommendations :

Recommendations :

Notes :

Notes :

16.3.2 - FIRE ALARM (BLDG)

16.1.1 - ELECTRICAL (BLDG)

CATEGORY :

CATEGORY :

Page : 33

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIA

IIB

This building does not have a portable fire extinguisher.

(NFPA 10, 2002, 5)

The conduit body located under the 100A, 480V/277V panel in the pool equipment mechanical room does not have a cover plate. The conduit body requires the replacement of the cover plate to prevent degradation of the conduit and connected panel from the moisture entering the equipment.

(NEC, 2008, 314.28(C))

Install, inspect, and maintain a fire extinguisher in the building.

Replace cover plate to restore the integrity of the enclosure.

As of the February 2009 Facility Survey, this deficiency had not been corrected.

O

O

60702

72913

ID

Year

02-112 - POOL EQUIPMENT

Fire extinguisher not provided

Conduit body cover plate is missing

Findings :

Findings :

Recommendations :

Recommendations :

Notes :

Notes :

15.4.1 - FIRE PROTECTION (BLDG)

16.1.1 - ELECTRICAL (BLDG)

CATEGORY :

CATEGORY :

Page : 34

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIIA

IIIB

The 200A main circuit breaker panelboard in Bath House Building 02-111 is fed from a 100A, 2-pole circuit breaker in 60A, 120/208V main circuit breaker panelboard located in the mechanical room of Pool Equipment Building 2-112. The 60A 2-pole main will trip both buildings first.

This building is no longer required and is recommended for demolition in the long range development plan.

Replace the existing 100A, 2-pole circuit breaker located in the panelboard of Pool Equipment Building 2-112 and serving the panelboard in Bath House Building 02-110 with a 60A, 2-pole circuit breaker.

Acquire bid(s) to do demolish work and submit to PBDewberry for funding. Demolish the building.

This deficiency was funded in PY 2008.

O

R

72914

68459

ID

Year

$110,860

02-112 - POOL EQUIPMENT

03-301 - VACANT (BURNED OUT)

Breaker size incorrect

Building no longer needed

Findings :

Findings :

Recommendations :

Recommendations :

Notes :

Notes :

16.1.1 - ELECTRICAL (BLDG)

20.0.0 - BUILDING DEMOLITION

CATEGORY :

CATEGORY :

O & M

Page : 35

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIIA

IIIA

One downspout to the right of the front entrance is dislocated and discharges towards the building rather than to the splashblock. Two nearby splashblocks are missing. One splashblock at the rear of the building near the west stairs is turned towards the building.

The gutter at the low roof at the entrance is clogged and overflows.

Repair the downspout to discharge to the splash block, provide two splash blocks, reposition one splash block to drain away from the building.

Include cleaning the gutter as part of regular center maintenance.

As of the February 2009 Facility Survey, this deficiency had not been corrected.

As of the February 2009 Facility Survey, this deficiency had not been corrected.

O

O

59543

59626

ID

Year

03-RH-4 - DORMITORY NEUCES HALL

Poor drainage of downspout discharge

Gutter is clogged and overflows

Findings :

Findings :

Recommendations :

Recommendations :

Notes :

Notes :

02.1.1 - SITE DRAINAGE

07.1.0 - ROOF REPAIR/REPLACEMENT

CATEGORY :

CATEGORY :

Page : 36

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIB

IIA

In the second floor mechanical room, there is outdoor air intake duct that is not insulated.

At the time of the February 2009 Facility Survey, as well as October 2005 Facility Survey, the fire alarm panel indicated a trouble status. Dusty smoke detectors in sleeping rooms R105 and R108 are the cause of the trouble signal. This trouble status indicates that the system will not be fully operational when needed.

(NFPA 101, 2006, 9.6.1.6, 9.6.1.9, 9.6.1.10, 4.6.13)

Insulate the duct (12 ft. of 12" X 12") with 2" thick fiberglass board.

Clean the smoke detectors located in the above mentioned rooms. Inspect and clear the trouble status and make any necessary repairs to return the fire alarm system to normal operational status. This work shall be performed by a qualified fire alarm contractor who is familiar with the components of the building fire alarm system. Also, the NFPA requires that the records of conducted maintenance and testing be maintained.

As of the February 2009 Facility Survey, this deficiency was still valid.

As of the February 2009 Facility Survey, this deficiency…