J9 Westover Facility Survey June 2021.pdf

WESTOVER

Job Corps Center Chicopee, MA

Virtual Survey Facility Report

June 2021 Interim

Departmentoflaborl

Office of Job Corps i

WESTOVER JOB CORPS CENTER

PY 2020 INTERIM FACILITY SURVEY REPORT

TABLE OF CONTENTS

1.0 INTRODUCTION

1.1 Virtual Survey Process

1.2 Summary of the Virtual Survey Process

1.3 Executive Summary

2.0 EXISTING CONDITIONS

2.1 Background

2.2 Ownership

3.0 MAJOR CENTER ISSUES

3.1 Short Term Center Needs

3.2 Life Safety Deficiencies

3.3 Completed Projects since the Last Survey

3.4 Funded Not Corrected (FNC) Deficiencies

3.5 Resource Use and Conservation: Energy and Water Conservation

APPENDICES ................................................................................................. A-1 Existing Site Plan .............................................................................................................................. A-1 Buildings and Structures ................................................................................................................... A-2 Building Floor Plans ......................................................................................................................... A-3 Deficiencies ....................................................................................................................................... A-4 Survey Brief-out Notes...................................................................................................................... A-5 Acronyms and Abbreviations ............................................................................................................ A-6 ii

Page Intentionally Left Blank

INTRODUCTION

1.1 Virtual Survey Process

The COVID-19 pandemic has prevented the Facility Survey Team from traveling to Job Corps Centers (JCCs). Until travel can be resumed, the Facility Surveys will be virtual. The virtual process relies on the cooperation of maintenance personnel from the Center to collect pictures and videos of issues, equipment and buildings and provide reports on maintenance functions such as boilers, sprinklers and kitchen exhaust hoods. The Facility Survey Team appreciates the assistance of the Center maintenance and administration staff without whose help, the virtual survey would not be possible.

This Interim Report will be prepared for distribution to the Division of Facilities and Asset Management, the Department of Labor (DOL) Region and the Center after approval. The Virtual Survey will be followed up with a site visit by the Facility Survey Team when the progression of the spread of the pandemic allows. A Facility Survey Report will be prepared after the site visit by the Facility Survey Team.

The Westover Virtual Survey took place the week of November 16, 2020.

Personnel

- Heejung Chun, Boston Regional COR

Center Administrative Team − Jennifer Hansen, Center Director − Clayton Connor, Financial Admin Director − David Adamson, Maintenance Manager took pictures/videos − Gary Porter, Safety Officer took pictures/videos

Facility Survey Team − Charlie Swit, Architect − David Holmes, Mechanical Engineer − Constantin Kotzev, Electrical Engineer − Fadia Aldabbagh, PM

1.2 Summary of the Virtual Survey Process

Pre-Survey

1. The Center is contacted to discuss the process, iron out any issues and schedule the survey. At least two maintenance personnel are requested to participate in the survey.

2. A OneDrive account is generated for the Center to transfer data back to the Facility Survey

Team. The Center is given the account name, [Westover@escarlington.com].

3. The Facility Survey Team sets up a Folder Structure in OneDrive for file transfer. Folder

Structure includes Confirmation Package, Center Reports, Site, Buildings, checklists,other folders as needed. The folder is shared with the Center, Production Coordinator, and Asset Management Director.

4. Documents such as checklists and survey schedule are tailored for each Center such as seismic requirements added to Centers in seismic zones.

5. The Facility Survey Team places the checklists, technical background forms, survey schedule, site plans, building plans, lists of deficiencies, blank Confirmation Package, other documents as needed into the One Drive folder.

6. The Center fills out the Confirmation Package and provides Inspection Reports such as for Kitchen Make-Up Air System, Fire Alarm and Sprinkler Systems to the Facility Survey Team.

7. A camera with backup battery and two memory cards is sent to the JCC.

Start of the Survey

1. A Brief-in meeting is scheduled for the starting day of the survey. The Brief-in meeting is to coordinate the schedule and communications between the onsite maintenance team and the Facility Survey Team. Safety of the onsite team is reviewed.

2. The Facility Survey Team is available for communication during the survey.

3. The Maintenance Team takes pictures and videos as per the checklist and of existing deficiencies, completed deficiencies, Center identified issues. Videos are used sparingly to show items in which the movement is part of the identified issue or to explain how a process works on the Center Buildings or the Site.

4. After the completion of the first building, a brief review phone call is held between the Center maintenance team and Facility Survey Team. The focus of the phone call is to review procedures and discuss any problems with the survey of the first building.

5. The Center personnel downloads the day’s pictures and videos to the OneDrive account.

Pictures and videos are labelled with the Building number or site, date, and location.

6. Daily Coordination meetings are held between the Center Maintenance Team and the Facility Survey Team. The purpose of the Coordination Meetings is to discuss the schedule and review additional needed information.

7. This process continues until all buildings and the site have been inspected and all pictures, videos and reports have been transferred to the Facility Survey Team.

Post Survey Process

1. The review of Center provided pictures and videos, reports and other information results in deficiencies. The team writes deficiencies in the manner as for an onsite Facility Survey.

2. Two deliverables from the Virtual Surveys are a IA/IIA Life Safety and Health funding letter and an interim report. The IA/IIA Letter is prepared in the same format as for an onsite Facility Survey. The Interim Report has a focus of Short Term Center Needs. The Short Term Needs include any deficiencies which have a major effect on Center Operations such as leaking roofs or failing HVAC systems.

1.3 Executive Summary

Westover JCC is located on 43 acres of land in Chicopee, Massachusetts, 12 miles north of downtown Springfield, MA and approximately 90 miles west of Boston. The land and buildings are owned by the DOL and operated by Alutiiq Education and Training, LLC. The Center was activated for the Job Corps utilization in 1980. However, the buildings occupied by Job Corps were constructed between 1945 and 2003. The Center was purchased in three (3) increments between 1978 and 1981. The first parcel contains 22.5 acres of the former Westover Air Force Base and was obtained through a transfer from the General services Administration (GSA) on March 21, 1978. The second parcel comprises 16.258 acres of land through a transfer from the Department of the Army on July 27, 1979. Finally, the third parcel includes 4.49 acres of land obtained through a GSA transfer in 1981. Each of these transfers was completed at a no cost to the DOL.

The Center has 308,284 gross square feet (GSF) in 25 buildings and 66,489 in 19 structures. Westover JCC provides residential living, academic education, recreation and vocational training for a population of 437 students consisting of 237 resident men and 140 resident women and 60 non-residents. There is a Child Development Center (CDC) on the Center and it is operated by the Head Start Program. The total area of the Center is 227,608 net square feet (NSF) including 48,829 NSF of vacant space as compared to the DOL suggested space guideline range of 156,730 NSF to 195,400 NSF for the Center with this student population.

Issues Issues identified are as follows:

1. Site - Roads and parking lot pavement conditions are deteriorated near Buildings 5644 Masonry/Welding Vocation & 5656 Carpentry Shop.

2. Buildings 5904 Kings Hall/Culinary, 5905 Admin/Med/Dental, and 5908 Walker Hall - Window units are old and deteriorated beyond useful life.

3. Buildings 5507 Physical Fitness Center, 5690 Equipment Storage, 5901 Old Education (vacant) & 5902 Harris Hall - Roof systems are deteriorated beyond useful life.

4. Buildings 5902 Harris Hall, 5903 Singletary Hall & King Hall / Culinary 5904 – Electrical panelboards are deteriorated beyond useful life.

Recommendations Recommendations identified are as follows:

1. Site – Repair and replace deteriorated roads and parking lot pavement areas adjacent to and near Buildings 5644 Masonry/Welding Vocation & 5656 Carpentry Shop.

2. Buildings 5904 Kings Hall/Culinary, 5905 Admin/Med/Dental, and 5908 Walker Hall – Replace all existing dorm window units with new thermally-broken insulated aluminum type window units with associated flashing per manufacturer’s recommendation and perimeter sealant to provide improved building energy efficiency envelope for student/staff comfort.

3. Buildings 5507 Physical Fitness Center, 5690 Equipment Storage, 5901 Old Education (vacant) & 5902 Harris Hall - Repair and/or replace snow/ice guards and building roof systems where required.

4. Buildings 5902 Harris Hall, 5903 Singletary Hall & King Hall / Culinary 5904 – Replace electrical panelboards with new panels.

Maintenance and Preventive Maintenance

1. The Center utilizes SchoolDude, an educational facility maintenance management is software program. The students assist through maintenance work-based training assignments. The more technical tasks are handled by the maintenance staff or hired contractors and vendors.

Regulatory inspections of code compliance, health and safety are performed on a regular basis.

Physical Security

1. Main entrance to the Center from Johnson Road uses Building 5900A – Welcome Center all visitors, staff and students. Building 5900 – Transportation located at another entrance gate, however, serves as the main security check and processing point for new students entering the campus.

2. Close-circuit television (CCTV) security system improvements and expansion for entire campus are planned.

EXISTING CONDITIONS

2.1 Background

The Westover JCC is located on 43 acres of land in Chicopee, Hampton County, Massachusetts. The Center is owned by the DOL and operated by Alternate Perspectives, Inc. The facility was originally activated as a JCC in 1980. The Center has 308,284 gross square feet in 25 buildings and 66,489 GSF in 19 structures.

The Westover JCC provides residential living, academic education, recreation, and vocational training for a population of 437 total students as in the following table.

Table 1: Number of Students

Resident Men Resident Women

Non- Residents

On-Board Strength OBS as of 01/03/2020 * 229 72 75 Contract Strength as of 01/03/2020 * 237 140 60

The total bed capacity of the Center is 472 beds based on occupancy of rooms whether occupied or non-occupied. OBS & CS as of 01/03/2020. *Note: as of survey date due to COVID 19 Pandemic

– 0 Resident Men, 0 Resident Women & 0 Non-Resident Students were on campus.

2.2 Ownership

The Westover JCC is a federally owned Center. It was purchased by the DOL in three (3) increments between 1978 and 1981. The first parcel contains 22.5 acres of the former Westover Air Force Base and was obtained through a transfer from the General Services Administration (GSA) on March 21, 1978.

The second parcel comprises 16.258 acres of land obtained through a transfer from the Department of the Army on July 27, 1979. Finally, the third parcel includes 4.49 acres of land obtained through a GSA transfer in 1981. Each of the transfers was completed at no cost the DOL. The DOL is responsible for the repair and maintenance of all buildings at this federally owned campus.

A list of the Center’s buildings and structures can be found in the attached Appendix A-2.

Deficiency Cost Life Safety Deficiencies Non-Life Safety Deficiencies

Number Cost, $ Number Cost, $ Recently Funded 0 $0 4 $55,597 Prior Funded 0 $0 2 $62,634 O&M 3 Non-CRA Funded 31 Non CRA Funded Unfunded 8 94,060 138 $24,756,483

MAJOR CENTER ISSUES

3.1 Short Term Center Needs

The unfunded deficiencies have a significant impact on Center Operations

1. Buildings 5644 Masonry/Welding Vocation & 5656 Carpentry Shop – Roads and parking lot pavement conditions are deteriorated beyond their useful life.

Replace approximately 19,800 SF of roadway and parking areas adjacent to buildings.

The estimated cost of Deficiency 138327 to address this issue is approximately $59,932.

Bldg. 5644 adjacent road & parking need repair Bldg. 5656 adjacent road & parking need repair

2. Buildings 5904 Kings Hall/Culinary, 5905 Admin/Med/Dental, and 5908 Walker Hall – Dorm windows are deteriorated. Multiple dorm windows are functioning poorly, single pane, impacting energy efficiency and student comfort.

Replace 287 window units in Bldg. 5904, 265 window units in Bldg. 5905 and 96 window units in Bldg. 5908.

The estimated cost of Deficiencies 139584, 139585 & 120591 to address this issue is approximately $1,759,098.

Building 5904 (Bldgs. 5905 & 5908 similar) Typical single pane window condition

3. Buildings 5507 Physical Fitness Center, 5690 Equipment Storage, 5901 Old Education (vacant) & 5902 Harris Hall - Roof systems are missing roof components, leaking or deteriorated per deficiency noted.

Add missing snow/ice guards at Bldg. 5507. Repair/replace 400 SF metal roof panels, 40 SF fiberglass roof panels and paint 1400 SF roof area at Bldg. 5690. Replace 8,000 SF of single-ply roof membrane, tapered insulation and associated flashing & fasteners per Bldgs. 5901 & 5902.

The estimated cost of Deficiencies 138276, 120789, 86279 & 86290 to address these issues is approximately $260,098.

Building 5507 – Physical Fitness Center roof Building 5690 – Equipment Storage roof

Building 5902 – Harris Hall (Bldg. 5901 roof similar)

4. Buildings 5902 Harris Hall, 5903 Singletary Hall & King Hall / Culinary 5904 – Electrical panel boards are deteriorated beyond useful life.

Replace electrical panel boards with new panels.

The estimated cost of Deficiency 139357, 139358 & 139359 to address this issue is approximately $57,630.

Building 5902

– Old electrical panel (Bldg.

5903 similar)

Building 5904

– Old electrical panel

Short Term Needs Summary Building(s) Deficiency Number(s) Issue Cost Buildings 5644 & 5656 138327 Replace portion of roadway $59,932

Buildings 5904, 5905 and 5908

139584, 139585 & 120591

Replace windows in dormitories

$1,759,098

Buildings 5507, 5690, 5901 & 5902

138276, 120789, 86279 & 86290

Roof Repairs and replacement

$260,098

Buildings 5902, 5903 &

139357, 139358 & 139359

Replace electrical panels

$57,630

TOTAL $2,136,758

3.2 Life Safety Deficiencies

The IA/IIA Life Safety and Health Funding Memo funds $126,403 includes 13 regional deficiencies and 3 O&M deficiencies.

Life Safety Deficiencies

Number Cost, $ Recently Funded 13 $126,403 Prior Funded 0 $0 O&M 3 Non-CRA Funded

The Center is responsible for completion of these deficiencies. If necessary, the Center should coordinate with their ESC PM and request technical assistance from the ESC through the DOL Region.

3.3 Completed Projects since the Last Survey

The following is a list of completed projects since the previous Survey that exceed $5,000 in cost.

Completed Projects

Deficiency

ID

Number(s)

Description Building Responsibility

137042 Outside pole-mounted light fixtures not operational CRA ID #34313

Phy. Fit. Center Building 5507

Region

135106 ERF CRA 32675 Worn and damaged bleacher wheels

Phy. Fit. Center Building 5507

Region

131525 CRA 29797 (B1b) Roof leaks causing damage to Gym floor

Phy. Fit. Center Building 5507

Region

128993 Worn and damaged Gymnasium floor Phy. Fit. Center Building 5507

Region

133289 CRA 31368 Worn and damaged Gymnasium floor

Phy. Fit. Center Building 5507

Region

131004 CRA 29368 Gymnasium floor needs replacement; Supplement to Def 128993

Phy. Fit. Center Building 5507

Region

129482 CRA: 29074 Fence and handball court on neighboring property

Phy. Fit. Center Building 5507

Region

131262 CRAID 30006: Rooftop HVAC unit #6 (8.5 ton cooling plus heat) not operating properly

Phy. Fit. Center Building 5507

Region

133976 CRA 31909 Exterior finishes peeling Masonry/Welding Vocational Building 5644

Region

132572 CRA 31056 Finish improvement needed for new HVAC program

Masonry/Welding Vocational Building 5644

Region

137325 CRAID 35206: Rooftop packaged HVAC unit not operating properly (5 ton, replace)

Masonry/Welding Vocational Building 5644

Region

137905 CRAID 36129: boiler not operating properly (repair)

Carpentry Shop Building 5656

Region

104201 Exhaust ventilation not provided in toilet rooms/janitor closet

Logistics /Warehouse Building 5660

Region

136453 CRAID 33722: Heating system (hydronic heating) is not operating properly (Install Center provided hydronic heaters in new locations)

FM/Elect Voc.

Building 5675

Region

136773 CRAID 34124: Water main is leaking (repair)

CTT Admin Building 5693

Region

128263 CRA ID 27470: HVAC system no longer functions adequately

Welcome Center Building 5900A

Region

129936 Asbestos floor tiles and mastic in bedrooms

King Hall/ Culinary Building 5904

Region

129713 CRAID 29148: Underground heating loop piping has leak

Admin/Med/Dental Building 5905

Region

131092 Carpets are stained and worn Admin/Med/Dental Building 5905

Region

135367 Aged heating pumps require frequent maintenance

Admin/Med/Dental Building 5905

Region

133975 CRA 31910 Exterior finishes peeling Admin/Med/Dental Building 5905

Region

134627 CRA 32014 Outdated Dental X-Ray machine

Admin/Med/Dental Building 5905

Region

134680 CRAID 32196: New dishwashing assembly (dishwasher, conveyor and dryer installation)

Food Service Building 5906

Region

136477 CRAID 33879: Supplemental funding request for men's room ventilation

Food Service Building 5906

Region

131929 CRA ID 30850 Men's restroom in disrepair

Food Service Building 5906

Region

131455 CRA ID 30145 Men's restroom in disrepair

Food Service Building 5906

133242 CRAID 31453: Boiler blower motor not operating properly

Food Service Building 5906

Region

131094 CRA ID 29978 Ice machine failed Food Service Building 5906

Region

133236 CRAID 31203: Circulation pumps (heating system) not operating properly (replace)

Food Service Building 5906

Region

136669 CRA ERF 34272 Roof membrane damage Food Service Building 5906

Region

133609 CRA ID 31828 Underground hot water pipe leaking near Building 5907, Basset Hall

Vacant/Bassett Hall Building 5907

Region

137940 CRAID 36163: HVAC (RTU #5) not operating properly (replace)

Education Building 5910

Region

129619 ERF(B1b) Supplemental funding for fence and handball court removal

Site Region

85846 Site lighting inadequate (between Buildings 5644 and 5656)

Site Region

137122 CRAID 34424 - Three phase circulating pumps lose a power phase

Site Region

134922 CRA ID 32178 Fire hydrants need to be replaced and repaired

Site Region

137013 CRAID 34371:Supplemental funding for water main/fire hydrant repairs/replacement (... and necessary associated additional scope)

Site Region

Current Projects Deficiency/Project Number Description Responsibility 138877 CRAID 37577: Bldg 5904 and 5906 kitchen hood fire suppression systems not compliant with safety standards need upgrade

Region

138613 CRAID 37145: Packaged rooftop HVAC unit #6 not operating properly

Region

134680 CRAID 32196: New dishwashing assembly (dishwasher, conveyor and dryer installation)

Region

137698 CRAID 35408: Boiler not operating properly (head assembly replacement/repair float operation: low and high level water safety)

Region

138682 CRAID 37319: air handling unit not operating properly (repair

3.4 Funded Not Corrected (FNC) Deficiencies

The Center has three outstanding deficiencies. All FNC's have been completed.

The table below summarizes the FNCs by year, type, discipline, number of related deficiencies, and associated costs.

PY FNC

Class Item Number Cost Status

PY 2015 (Non) Emergency Funding

IIB Kitchen hood make-up air is not operational

103756 $28,771 Previous Operator Funding was de-obligated

PY 2021

Emergency Funding

IIB Provide Test and Balancing (TAB) of make-up air and exhaust air for sequencing HVAC controls

137066 $4,285 Supplemental CRA funding to be issued for TAB, etc.

PY 2021

Emergency Funding

IA During Bldg. 5902 - Harris Dormitory recent renovations, asbestos was discovered on 2nd and 3rd floor areas for removal

139825 $13,395 CRAID

39179 Emergency repair funding requested

Total $46,451

3.5 Resource Use and Conservation: Energy and Water Conservation Energy and water use and associated trends are summarized below for Westover JCC.

Background Table 1, Energy and Water Statistics – FY 2019, has current electricity, natural gas and water usage and cost. (Energy Watchdog 2019). Electricity, natural gas and water unit costs are higher than JCC averages. Water source is a public water authority.

Table 1: Energy and Water Statistics – FY 2019 Energy Usage Cost Unit Cost Average Cost in Job Corps Electricity 2,314,940 kWh $262,955.37 $0.113/kWh $0.106/kWh Natural Gas 231,179.00 CCF $213,109.60 $0.921/CCF $0.450/CCF Water 6,295.16 kgal $98,676.44 $15.000/kgal $5.000/kgal Total $574,741.41

Notes: 1. This analysis is based on the latest energy information available.

2. Financial Year 2019 (FY 2019) energy data are the latest entire year available for analysis.

3. kgal = thousand gallons; kWh = kilowatt-hours; CCF= Centum cubic feet (100 cubic feet)

Energy Data Issues

The Westover JCC began posting electricity and natural gas data in FY1985 and the center has been consistent with each year’s complete information going forward. Records for Propane discontinue in FY1991 and Oil #2 in FY2001. Water data recordation began in the fourth quarter of FY2001 and then from FY2002 the center has been consistent with each year’s complete information going forward.

Benchmarking The DOL has set the following goals in the Sustainability Report and Implementation Plan for energy intensity and water intensity reduction. These goals will be used to benchmark each JCC.

(Table 2

Table 2: DOL Energy and Water Intensity Reduction Goals

Energy Intensity Reduction Water Intensity Reduction From FY2018 to FY2019 1.8% 1.0% From FY2019 to FY2020 1.5% 1.5%

Table 3: Energy and Water Benchmarking

Category FY2019 Intensity Baseline Year Baseline Intensity FY2019 Target Difference from Target Energy 102,859 BTU/GSF FY2018 107,734 BTU/GSF 105,795 BTU/GSF +3.0 % Water 6,295.16 kgal FY2018 7,026.14 kgal 6,955.88 kgal +9.0 %

Green – meeting target, Yellow- within 10% of target. Red – not meeting target.

The Center is meeting its Energy goal (Actual +3.0%).

The Center is meeting its Water goal, (Actual +9.0%).

Figure 1 shows the Energy Intensity in BTU/GSF FY2010-FY2019. Energy intensity had been decreasing since its high point in FY2010, reaching its lowest point in FY2016 but has been declining in FY2018-FY2019. Figure 2 shows the Energy Usage in MMBTU for FY2010 to FY2019. The chart followed a similar pattern to Figure 1.

Figure 1: Energy Intensity for Westover JCC for FY2010-FY2019

0.00

50,000.00

100,000.00

150,000.00

200,000.00

250,000.00

2010 2011 2012 2013 2014 2015 2016 2017 2018 2019

BT

U

/G

SF

Figure 2: Energy Usage for Westover JCC for FY2010-FY2019

Electricity Figure 3, Annual Electricity Usage, tracks the electricity usage for FY2010-FY2019. Electricity usage had been on a downward trend to its lowest point in FY2019. Figure 4 shows Monthly Electricity Usage comparison for FY2017-FY2019. Usage was very similar across each fiscal year with higher usage in summer months that was likely due to HVAC and heating in the winter months.

Figure 3: Annual Electricity Usage for Westover JCC FY2010-FY2019

0.00

10,000.00

20,000.00

30,000.00

40,000.00

50,000.00

60,000.00

70,000.00

2010 2011 2012 2013 2014 2015 2016 2017 2018 2019

M M

BT

U

2,000.00

2,100.00

2,200.00

2,300.00

2,400.00

2,500.00

2,600.00

2,700.00

2,800.00

2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 kW h*

Figure 4: Monthly Electricity Usage for Westover JCC for FY2017-FY2019

Natural Gas

Figure 5, Annual Natural Gas Usage, shows the total natural gas usage per year for FY2010- FY2019. After its highest point in FY2010, annual usage began a downward trend to FY2011 where it flattened out. Monthly natural gas consumption is shown in Figure 6, Monthly Natural Gas Usage. The natural gas usage is uniform over the three fiscal years but shows a higher demand during winter months as natural gas is used for heating.

Figure 5: Annual Natural Gas Usage for Westover JCC for FY2010-FY2019

50,000

100,000

150,000

200,000

250,000

300,000

Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sept kW h

2017 2018 2019

0.00

10,000.00

20,000.00

30,000.00

40,000.00

50,000.00

60,000.00

2010 2011 2012 2013 2014 2015 2016 2017 2018 2019

CF

*1

Figure 6: Monthly Natural Gas Usage for Westover JCC for FY2017-FY2019

Water

Figure 7, Annual Water Usage, shows the total water usage per year since FY 2010. Water usage had been trending downward to its lowest point in FY2019. The spike in the 4th quarter of FY2013 has yet to be determined. Monthly water consumption is shown in Figure 8, Monthly Water Usage comparison FY2017-FY2019. Usage followed a similar usage pattern across FY2017 and FY2018 however in FY2019 it appears that a bi-monthly billing pattern is utilized showing as peaks and valleys the entire year.

Figure 7: Annual Water Usage for Westover JCC for FY2010-FY2019

5,000

10,000

15,000

20,000

25,000

30,000

35,000

40,000

45,000

50,000

Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sept

CC

F

2017 2018 2019

0.00

5,000.00

10,000.00

15,000.00

20,000.00

25,000.00

30,000.00

2010 2011 2012 2013 2014 2015 2016 2017 2018 2019

G

AL

LO

N

S*

Figure 8: Monthly Water Usage for Westover JCC for FY2017-FY2019

200,000

400,000

600,000

800,000

1,000,000

1,200,000

1,400,000

1,600,000

1,800,000

2,000,000

Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sept

G

AL

LO

N

S

2017 2018 2019

A-1

APPENDICES

Existing Site Plan

Page Intentionally Left Blank

A-2

Buildings and Structures

Buildings and Structures

BUILDINGS AND STRUCTURES

00101 WESTOVER 06/22/2021

1Page: of Date:

0103 - CHILD DEVELOPMENT CENTER

5507 - PHYSICAL FITNESS CENTER

5644 - MASONRY/WELDING VOCATION

5650 - CENTER MAINTENANCE

5656 - CARPENTRY SHOP

5660 - LOGISTICS/WAREHOUSE

5670 - FORMER VOCATIONAL (VACANT)

5671 - GREENHOUSE

5675 - FM/ELECTRICAL VOCATION

5680 - AUTOMOTIVE SHOP

5690 - EQUIPMENT STORAGE

5692 - PLUMBING VOCATION

5693 - CTT ADMINISTRATION

5900 - TRANSPORTATION

5900A - WELCOME CENTER

5901 - VACANT/OLD EDUCATION

BUILDING

5902 - HARRIS HALL

5903 - SINGLETARY HALL

5904 - KING HALL/CULINARY

5905 -

ADMINISTRATION/MEDICAL/DENTAL

5906 - FOOD SERVICE

5907 - BASSETT HALL/DORM (VACANT)

5908 - WALKER HALL

5909 - VACANT/OLD GYMNASIUM

5910 - EDUCATION

5911 - GUARD SHACK

1733-30 - SOLAR PHOTOVOLTAIC

ARRAY(320Ft x 460Ft) 5644A - PAVILION G (16Ft x 24Ft) 5645 - BRICK STORAGE (21Ft x 21Ft) 5646 - WELDING SHED (22Ft x 40Ft) 5649 - MASONRY STORAGE (20Ft x 20Ft) 5656A - LUMBER STORAGE (30Ft x 16Ft) 5690A - FACILITY MAINT STORAGE (38Ft x 72Ft) 5692A - PLUMBING STORAGE (16Ft x 32Ft) 5694 - PAVILION B (20Ft x 24Ft) 5700 - MASONRY STORAGE (17Ft x 24Ft) 5909A - PAVILION D (20Ft x 32Ft) 5912 - STORAGE (12Ft x 60Ft) 5913 - INFORMATION STATION (1Ft x 5Ft) 5914 - WOOD BURNING OVEN (10Ft x 12Ft) 5915 - SAND/GRAVEL STORAGE (9Ft x 32Ft) 5916 - BUS STOP PAVILION (6Ft x 12Ft) 5917 - DUMPSTER SCREEN (8Ft x 12Ft) 5918 - DUMPSTER SCREEN (12Ft x 14Ft)

Name GSF

5,680 21,783 11,374 2,950 4,800 8,944 2,350

6,600 4,500 1,570 2,600 2,000

1,785

25,550

25,550 25,550 25,550 25,245

16,470 25,245 25,245 8,675

26,723

60,000

1,500

Active Active Active Active Active Active Active Active Active Active Active Active Active Active Active Active

Active Active Active Active

Active Active Active Active Active Active Active

Active Active Active Active Active Active

Active

Active Active Active Active Active Active

Active

Active Active Active

StatusType

Building Building Building Building Building Building Building Building Building Building Building Building Building Building Building Building

Building Building Building Building

Building Building Building Building Building Building Structure

Structure Structure Structure Structure Structure Structure

Structure

Structure Structure Structure Structure Structure Structure

Structure

Structure Structure Structure

Use Group Built Flrs Const

Day Care Assembly Factory/Ind.

Storage Business Storage Storage Utility/Misc.

Business Factory/Ind.

Utility/Misc.

Business Business Business Business Residential

Residential Residential Business Business

Assembly Business Residential Utility/Misc.

Business Utility/Misc.

Utility/Misc.

Assembly Business Factory/Ind.

Business Storage Storage

Business

Assembly Business Assembly Storage Utility/Misc.

Utility/Misc.

Utility/Misc.

Utility/Misc.

Utility/Misc.

Utility/Misc.

Good Good Good Fair

Good Good Fair Poor Good Good Fair

Good Good Good Good Fair

Poor Poor Fair Fair

Good Fair Poor Fair

Good Good Good

Good Good Good Good Good Good

Good

Good Good Good Fair

Good Good

Good

Good Good Good

ConditionAsset Number

0010108125 0010100041 0010100025 0010100010 0010100042 0010100011 0010100012 0010100040 0010100048 0010100022 0010100023 0010100035 0010108127 0010100029 0010108126 0010100002

0010100003 0010100004 0010100005 0010100006

0010100007 0010100008 0010100009 0010100024 0010108132 0010108142 0010108133

0010108129 0010100031 0010100046 0010100039 0010108140 0010100038

0010108130

0010100037 0010100028 0010100044 0010100034 0010108134 0010108135

0010108136

0010108137 0010108138 0010108139

BUILDINGS AND STRUCTURES

00101 WESTOVER 06/22/2021

2Page: of Date:

5919 - SEATING BENCH

Name GSF

144 Active

StatusType

Structure

Use Group Built Flrs Const

Utility/Misc. 2018 Good

ConditionAsset Number

0010108141

26 308,364

19 66,530

45 374,894

Buildings

Structures

Total

GSF

GSF

GSF

Summary

A-3

Building Floor Plans

Building Floor Plans

W

M

UTILITY

JAN.

UNDER RENOVATION FOR CNA

FORMER VOCATIONAL (VACANT)

BUILDING 5670

0 10' 20' 40'

WESTOVER JOB CORPS CENTER

CHICOPEE, MASSACHUSETTS

VACANT

DEPUTY

CENTER

DIRECTOR

f/

CENTER

D IRECTOR

ASSISTANT

HUMAN RESOURCES

HUMAN

COPY ROOM/ RESOURCES

VENDING

v• F

I

M

I

--1 M

EXEC. LAN ADMIN. EC H. ROOM

,Ji u �..

FINANCE FINANCE

TEL

lw

STAFF MAIL

ROOM SECRETARY

CONFERENCE

COMMUNICATIONS

ROOM

CENTER

PURCHASING

FINANCE

FIRST FLOOR

ADMINISTRATION

ADMIN & MEDICAL/DENTAL

BUILDING 5905

WESTOVER JOB CORPS CENTER

CHICOPEE, MASSACHUSETTS

0 15' 30' 60'

MECH

ROOM

FIRST FLOOR

T

T

BUILDING 5907

0 15' 30' 60'

WESTOVER JOB CORPS CENTER

CHICOPEE, MASSACHUSETTS

BASSETT HALL/DORM (VACANT)

T T

SECOND FLOOR

BUILDING 5907

0 15' 30' 60'

WESTOVER JOB CORPS CENTER

CHICOPEE, MASSACHUSETTS

THIRD FLOOR

BUILDING 5907

0 15' 30' 60'

WESTOVER JOB CORPS CENTER

CHICOPEE, MASSACHUSETTS

A-4

Deficiencies

Deficiencies

Deficiency Text

Westover (00101) 06/22/2021Date :Center :

Page : 1 of 136

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIIA

The existing site lighting at the back of Dormitory Building 5903 and on the way from Dormitory Building 5903 to Gymnasium Building 5507 is inadequate and presents a security concern. Two poles, one northwest and the second northeast of the back of Dormitory Building 5903 were destroyed by the storm and removed. One pole located behind Carpentry Shop Building 5656 and one pole located near the recreation center Building 5507 are disconnected from power.

Provide two pole-mounted, 100W MH energy-efficient light fixtures located, one northwest and one northeast of the back of Dormitory Building 5903. Utilize fixtures with integral photocells. Provide two 25' steel poles. Use existing locations and wiring. Reconnect the new fixtures to the existing branch circuits. Cut the tree branches around future fixture locations if necessary.

Connect the existing lighting pole located behind Carpentry Shop Building 5656 and pole located near recreation center Building 5507 from the nearest lighting circuits as allowable by NEC.

As of the November 2020 Facility Survey, this deficiency, identified in 2011, was still valid.

R85955

ID

Year

$8,263

SITE

Site lighting inadequate (back of Dormitory Building 5903)

Findings :

Recommendations :

Notes :

16.2.0 - SITE LIGHTINGCATEGORY :2011

Estimated Amount

Page : 2 of 136

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIIB

The existing site lighting in front of Plumbing Vocation Building 5692 and Construction Foundation Vocation Building 5693 is inadequate and presents a security concern.

Provide one 70W HID wall pack on the west wall and one HID100W wall pack on the north wall of Plaster Vocation Building 5692. Provide two 70W wall packs, one on the south and one on the east wall of Paint Storage Structure 5700. Connect two fixtures on Plaster Vocation Building 5692 from the nearest panel in the building. Connect two fixtures on Paint Storage Structure 5700 from the existing lighting circuit as allowable by NEC. For cost estimating, include the installation of three 70W and one 100W metal-halide wall packs and 160 LF of 3#12 wire in 1/2" EMT.

As of the November 2020 Facility Survey, this deficiency, identified in 2011, was still valid.

R85957

ID

Year

$5,895

SITE

Site lighting inadequate (in front of Plumbing Vocation Building 5692)

Findings :

Recommendations :

Notes :

16.2.0 - SITE LIGHTINGCATEGORY :2011

Page : 3 of 136

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIIB

IIIB

Offices, storage rooms, conference rooms, classrooms, and restrooms would benefit from lighting control. Occupancy sensors will save energy and reduce maintenance costs for lighting replacement.

The vending machines run at all times. Controlling the time of operation for the vending machines will reduce energy usage and save utility funds.

Provide occupancy sensors in appropriate locations. 76 wall mounted sensors and 18 ceiling mounted sensors are needed. Wall mounted sensors are appropriate for smaller spaces such as offices and small restrooms. Ceiling mounted sensors are for conference rooms, classrooms and larger offices and restrooms. All occupancy sensors shall be dual technology with both infrared and ultrasonic to reduce light shutoff when a room is occupied.

Provide vending misers for 10 vending machines. Each vending miser will turn off vending machines when an area is unoccupied.

As of the November 2020 Facility Survey, this deficiency, identified in 2015, was still valid. See Westover Energy Evaluation Report for recommended locations for occupancy sensors.

R

R

105969

105970

ID

Year

$41,396

$2,857

SITE

Occupancy sensors will save energy

Vending machine not provided with misers to save energy

Findings :

Findings :

Recommendations :

Recommendations :

Notes :

Notes :

16.2.3 - INTERIOR LIGHTING

20.4.1 - ENERGY CONSERVATION

CATEGORY :

CATEGORY :

Estimated Amount

Page : 4 of 136

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIIA

IIIB

The heating hot water distribution system has failed numerous times, requiring system shut downs until the leak repairs can be bid, funded and repaired. The central plant boilers are similarly in poor condition, are unreliable and costly to maintain.

The Center lacks fencing at the northwest corner. It is reported an unauthorized vehicle entered the Center in April 2017.

Abandon the central boiler plant and distribution system. Provide design services for the installation of dual boiler systems in Buildings 5680, 5904, 5905, 5906, and 5908 and provide local domestic water heaters and storage tanks for these buildings. Extend the natural gas distribution system to these buildings.

Install 142 feet long and 8 feet high Galvanized Chain Link Fencing along the front northern perimeter of the Center. Match the existing fencing. Install with secure foundation. Provide a 5-year warranty.

As of the November 2020 Facility Survey, this deficiency, identified in 2016, was still valid.

As of the November 2020 Facility Survey, this deficiency, identified in 2018, was still valid.

N

R

116030

122114

ID

Year

$16,150

SITE

Heating hot water generation and distribution system is rapidly failing

Inadequate boundary fence

Findings :

Findings :

Recommendations :

Recommendations :

Notes :

Notes :

15.3.2 - HEATING

02.3.1 - SITE FENCING

CATEGORY :

CATEGORY :

Funded National

Project: 3649

Page : 5 of 136

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIB

Buildings 103, 5507, 5644, 5656, 5675, 5692, 5693, 5900A, and 5910 have not been tested for radon.

Install and collect at least two radon samples from the lowest occupied level of each building.

Screening results will be short term tests no longer than 7 days. Send results to the Engineering Support Contractor.

R122557

ID

Year

$4,371

SITE

Radon test needed for several buildings

Findings :

Recommendations :

Notes :

17.2.4 - RADONCATEGORY :2018

Page : 6 of 136

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IVA

Two poles and associated lighting fixtures in the area of Building 5900 are missing.

Provide two 30 feet poles and four LED pole-mounted light fixtures. The LED fixtures shall have the same footcandle output as a 400W metal halide fixture. Strategically locate a photocell for ease of maintenance and control of the fixtures. Connect the new fixtures to the nearest existing site lighting circuits. Care must be taken not to overload the existing circuit. If needed, bring power from available panel in the nearest building. All wiring is to be run underground in 24" deep trench with yellow warning tape 12" below finished grade (or overhead). Provide all required accessories and supports for a complete installation of pole lights and associate electrical equipment. Pole lights will be installed and grounded in accordance with NEC code requirements and manufacturer recommendations. For estimating, also assume the installation of two 30 foot poles and three LED light fixtures (Lithonia model DSXF3LED-6-P2-40K-WFL-MVOLT) with photocell. Pole shape and color must match adjacent poles.

As of the November 2020 Facility Survey, this deficiency, identified in 2018, was still valid.

R123412

ID

Year

$25,353

SITE

Site lighting inadequate

Findings :

Recommendations :

Notes :

16.2.0 - SITE LIGHTINGCATEGORY :2018

Page : 7 of 136

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIIB

Several fluorescent lighting fixtures installed throughout the Center can be upgraded to LED. A variety of 2-lamp, 3-lamp, 4-lamp, 6-lamp, and 2-pin fluorescent lights can be upgraded to LED type and save the energy. The fixtures can are recommended for upgrade were observed in buildings 5507, 5644, 5656, 5660, 5675, 5692, and 5906. Direct-wire T8 LEDs (no ballast required) and 2-pin LED can be installed in existing fixtures.

(Executive Order 14008, 2018)

Work can be done by in-house maintenance staff. All lighting upgrades should meet minimum code requirements and lighting levels.

As of the November 2020 Facility Survey, this deficiency, identified in 2019, was still valid.

R128983

ID

Year

$14,749

SITE

Fluorescent lighting energy inefficient

Findings :

Recommendations :

Notes :

20.4.1 - ENERGY CONSERVATIONCATEGORY :2019

Page : 8 of 136

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIIB

Most exterior lights – wall packs and poles – are HID lights and can be upgraded to LED and save the energy. LED lights will cost less to operate, require less maintenance, and will provide better quality light for security purposes.

(Executive Order 14008, 2018)

Only some exterior lights have been upgraded, but it is estimated that 100 wall packs and pole lights can be upgraded to LED. Because a contractor will be required to do this work, it is recommended that the contractor provides an exact count of existing HID lights. All lighting upgrades should meet minimum code requirements and lighting levels. The new lighting levels shall be in accordance with JCH-814 Section 6-21 and IESNA guidelines.

As of the November 2020 Facility Survey, this deficiency, identified in 2019, was still valid.

R128985

ID

Year

SITE

Site lighting energy inefficient

Findings :

Recommendations :

Notes :

20.4.1 - ENERGY CONSERVATIONCATEGORY :2019

Page : 9 of 136

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIIB

Exposed concrete columns, beams, precast window head, jamb and sill surface area paint is peeling at multiple multi-story buildings on campus

Sand, prep and paint all exposed concrete columns, beams, precast window head, jamb and sill surface areas with one coat of prime paint and two coats of exterior grade low VOC epoxy paint at all multi-story buildings on campus per paint manufacturer's recommendations. In addition, all safety measures to protect students, staff and visitors during all construction phases will be the responsibility of the general contractor means and methods to perform the work.

O138110

ID

Year

SITE

Concrete columns, beams,and precast windowsill paint is peeling

Findings :

Recommendations :

Notes :

07.2.0 - EXTERIOR WALLSCATEGORY :2020

O & M

Page : 10 of 136

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIIB

All exposed paint surfaces of three story steel-framed exit stair structures at multiple multi-story buildings on campus are rusted and peeling

Sand, prep and paint all exposed paint surfaces of all three story steel-framed exit stair structures and associated component surface areas at all multi story buildings on campus. (approximate area to sand, prep and paint per 3-story stair = 1,280 SF x 2 stairs per bldg. x 7 buildings = 17,920 SF total surface area). Paint operations are to provide one coat of rust inhibiting prime paint and two coats of exterior grade low VOC epoxy paint per paint manufacturer's recommendations. Contractor will be responsible to provide and protect all adjacent building surface and landscape areas from paint overspray during installation process. In addition, all safety measures to protect students, staff and visitors during all construction phases will be the responsibility of the general contractor means and metods to perform the work.

R138111

ID

Year

$27,852

SITE

Steel-framed exit stairs are rusted

Findings :

Recommendations :

Notes :

05.1.0 - METAL STRUCTURESCATEGORY :2020

Page : 11 of 136

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIIA

IIIA

Road and parking lot pavement is deteriorating between and adjacent to west side of Bldgs. 5644 and 5656.

The Center is upgrading the camera servers located in various buildings, however there are no dedicated electrical circuits to power them.

Repair and replace approximately 19,800 SF of deteriorated road pavement between and adjacent to west side of Bldgs. 5644 and 5656. Mill area of deteriorated road surface down to base service coarse approximately 1 1/2 to 2 inch depth. Provide new finish asphalt course topping of 1 1/2 to 2 inch depth over base course. Extend new pavement to existing concrete curb gutter as required.

Procure services of an electrical contractor to provide and install the following circuits;

1. One 208V, single phase, 30A circuit in Admin Main Server Room on the 3rd floor and connect to a L6-30R receptacle.

2. Eight 120V, 20A circuit in Building 5650, Daycare 103, Building 5670, 5900, 5902, 5908, 5909, All circuits have to run using electrical Metallic conduits (EMT) and connect to the nearest electrical panelboard. Update the panel directory accordingly.

R

R

138327

139366

ID

Year

$60,718

$4,775

SITE

Road and parking lot pavement is deteriorating

Camera Servers do not have dedicated circuits, CRA ID 38587

Findings :

Findings :

Recommendations :

Recommendations :

Notes :

Notes :

02.2.1 - ROADS

16.3.3 - SECURITY

CATEGORY :

CATEGORY :

Estimated Amount

Funded Year:

Page : 12 of 136

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIB

There is no disconnect switches for the HVAC equipment located in the mechanical rooms. The disconnect switches are required by the national electrical code (NEC) and should be installed in sight of the mechanical equipment.

(NEC, 2020, 430.102 and 440.14)

Provide four new 30A, 120/208V, 3-pole, 3-phase, NEMA 1 fused disconnect switches (one at the each unit) in each mechanical room. Fuses shall be sized per the manufacturer's requirements.

Mount the disconnect switches vertically and securely to a suitable support structure. Provide equipment connection in 3/4 inch liquid tight flexible conduit. For cost estimating, include installation of four 30A, 120/208V, 3-pole, 3-phase, NEMA 1 fused disconnect switches and 40 LF 3 #12 wire, 40 LF of #12 GND in 40 LF of 3/4 inch LFMC.

As of the November 2020 Facility Survey, this deficiency, identified in 2014, was still valid.

R103968

ID

Year

$4,081

0103 - CHILD DEVELOPMENT CENTER

Disconnect switches for the HVAC units are not provided

Findings :

Recommendations :

Notes :

16.1.1 - ELECTRICAL (BLDG)CATEGORY :2014

Page : 13 of 136

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIIA

IIIB

The lighting level in the pantry, adjacent to the kitchen, was measured by a light meter and found to be 15 footcandles including natural light contribution. This is far below the DOL standards which recommend a lighting level of 30 footcandles for this area.

Floor missing VCT floor tile in ADA toilet room under wall sink.

Replace the fixtures with an energy-efficient LED fixture. For estimating, assume the installation of a surface mounted fixture. Connect the new fixtures to the existing branch circuit wiring as allowable by NEC.

Replace missing 12 inch by 12 inch VCT floor tile to match in ADA toilet room under wall sink.

As of the November 2020 Facility Survey, this deficiency, identified in 2017, was still valid.

R

O

120985

138095

ID

Year

$1,014

0103 - CHILD DEVELOPMENT CENTER

Light fixture no longer meeting illumination guidelines

Floor missing VCT floor tile

Findings :

Findings :

Recommendations :

Recommendations :

Notes :

Notes :

16.2.3 - INTERIOR LIGHTING

09.1.0 - FLOOR FINISHES

CATEGORY :

CATEGORY :

Estimated

Page : 14 of 136

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIIB

Approximately 8 SF of suspended acoustical [2'x4'] ceiling tile is in poor condition. Location is as described below. The tile is old and stained from an above-ceiling leak.

Remove 8 SF of existing suspended ceiling tile in the location below. Provide 8 SF of new tile to match existing. Verify that leak has been fixed. Coordinate with existing lights, grilles, louvers, smoke detectors, and/or sprinkler heads. Use existing grid. Install in accordance with manufacturer's specifications. Location: storage room

O138096

ID

Year

0103 - CHILD DEVELOPMENT CENTER

Ceiling panel is deteriorated

Findings :

Recommendations :

Notes :

09.0.0 - INTERIOR FINISHCATEGORY :2020

Page : 15 of 136

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIA

IIIB

There is no disconnect switch at the roof top unit (Carrier 48 TMF020, 17 ton, MCA - 95A, MOCP - 125A). The disconnect switch should be in sight of the mechanical equipment.

(NEC, 2020, 430.102 and 440.14)

Building 5507 currently has 30 high bay fixtures in the Gymnasium. Six of the lights have been upgraded to 240W UFO LED, and the remaining 24 lights are 400W HID. LEDs are much more efficient provide better quality light and are instant on compared to HIDs.

Provide a new 200A, 120/208V, 3-pole, 3-phase, NEMA 3R fused disconnect switch at the roof top unit. Fuses to be sized per the manufacturer's requirements. Mount the disconnect vertically and securely to a suitable support structure. Provide equipment connection in 1-1/2 inch liquid tight flexible conduit. For cost estimating, include installation of one 200A, 120/208V, 3-pole, 3-phase, NEMA 3R fused disconnect switch and 80 LF #3 wire, 20 LF of #6 GND in 20 LF of 1 1/2 inch

LFMC.

The remaining HID fixtures can be replaced with 200W LED fixtures. The 240W UFO LEDs may be brighter than needed for this space. All lighting upgrades should meet minimum code requirements and lighting levels.

As of the November 2020 Facility Survey, this deficiency, identified in 2011, was still valid.

As of the November 2020 Facility Survey, this deficiency, identified in 2019, was still valid.

R

R

85752

128982

ID

Year

$3,617

$5,142

5507 - PHYSICAL FITNESS CENTER

Disconnect switch for the roof top unit is not provided

HID lighting inefficient

Findings :

Findings :

Recommendations :

Recommendations :

Notes :

Notes :

16.1.1 - ELECTRICAL (BLDG)

20.4.1 - ENERGY CONSERVATION

CATEGORY :

CATEGORY :

Estimated Amount

Page : 16 of 136

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIIB

IIIB

Exterior masonry wall is stained.

Top portion of roof edge metal fascia is missing.

Exterior masonry walls require pressure wash to remove stain at both east and west wing rear masonry walls full height of walls (approximately 1,350 SF) and west end wing wall (approximately 450 SF) full height of wall.

Missing top portion of roof edge metal fascia requires replacement. Replace approximate 6 linear feet of 6 inch wide metal fascia to match existing adjacent fascia in color, finish and attachment.

O

O

138270

138271

ID

Year

5507 - PHYSICAL FITNESS CENTER

Exterior masonry wall is stained

Top portion of roof edge metal fascia is missing

Findings :

Findings :

Recommendations :

Recommendations :

Notes :

Notes :

09.2.0 - WALL FINISHES

07.1.0 - ROOF REPAIR/REPLACEMENT

CATEGORY :

CATEGORY :

Page : 17 of 136

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIIB

IIIB

Interior walls are missing vinyl base

Roof drain line is rusting at joint connection

Missing interior vinyl wall base needs replacement. Provide (approximately 1,100 LF - field verify) of 4 inch high vinyl base to match existing throughout facility.

Rusting roof drain line at joint connection needs to be painted. Sand, clean and paint approximately 2 LF of roof drain line to match existing line in color and finish. Provide one coat of rust-inhibiting prime paint and two coats of low VOC epoxy paint as required.

R

O

138272

138274

ID

Year

$7,774

5507 - PHYSICAL FITNESS CENTER

Interior walls are missing vinyl base

Roof drain line is rusting at joint connection

Findings :

Findings :

Recommendations :

Recommendations :

Notes :

Notes :

09.2.0 - WALL FINISHES

15.0.0 - BLDG SEWER, WATER, STORM DRAINAGE

CATEGORY :

CATEGORY :

Estimated

Page : 18 of 136

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIIA

IIIA

During winter months, snow and ice…