facility condition assessment - sharpschoolmauryk12.ss9.sharpschool.com/userfiles/servers... · 2....

EMG Corporate Headquarters 10461 Mill Run Circle, Suite 1100, Owings Mills, MD 21117 www.EMGcorp.com p 800.733.0660

PREPARED BY: EMG 10461 Mill Run Circle, Suite 1100 Owings Mills, Maryland 21117 800.733.0660 www.EMGcorp.com EMG CONTACT: Joseph Bernatowicz Program Manager 800.733.0660 x6318 [email protected] EMG PROJECT #: 116732.15R000-017.017 DATE OF REPORT: March 7, 2016 ON SITE DATE: November 11, 2015 November 12, 2015

FACILITY CONDITION ASSESSMENT

Prepared for Maury County Public Schools 501 West 8th Street Columbia, Tennessee 38401 Stan Breeden

FACILITY CONDITION ASSESSMENT OF

SPRING HILL HIGH SCHOOL ONE RAIDER LANE COLUMBIA, TENNESSEE 38401

http://www.emgcorp.com/



SPRING HILL HIGH SCHOOL ONE RAIDER LANE COLUMBIA, TENNESSEE 38401 EMG PROJECT NO: 116732.15R000-017.017

www.EMGcorp.com p 800.733.0660

TABLE OF CONTENTS CERTIFICATION .......................................................................................................................................... 1 1 EXECUTIVE SUMMARY ........................................................................................................................ 2

1.1 PROPERTY INFORMATION AND GENERAL PHYSICAL CONDITION ................................... 2 1.2 SPECIAL ISSUES AND FOLLOW-UP RECOMMENDATIONS ................................................. 3 1.3 OPINIONS OF PROBABLE COST ............................................................................................. 3 1.3.1 METHODOLOGY ........................................................................................................................ 4 1.3.2 IMMEDIATE REPAIRS AND SHORT TERM COSTS................................................................. 4 1.3.3 REPLACEMENT RESERVES ..................................................................................................... 4

2 PURPOSE AND SCOPE ........................................................................................................................ 5 2.1 PURPOSE ................................................................................................................................... 5 2.2 SCOPE ........................................................................................................................................ 5 2.3 PERSONNEL INTERVIEWED .................................................................................................... 6 2.4 DOCUMENTATION REVIEWED ................................................................................................ 6 2.5 PRE-SURVEY QUESTIONNAIRE .............................................................................................. 7 2.6 WEATHER CONDITIONS ........................................................................................................... 7

3 CODE INFORMATION AND ACCESSIBILITY ..................................................................................... 8 3.1 CODE INFORMATION, FLOOD ZONE AND SEISMIC ZONE ................................................... 8 3.2 ADA ACCESSIBILITY ................................................................................................................. 8

4 EXISTING BUILDING ASSESSMENT................................................................................................... 9 4.1 AREA TYPE ................................................................................................................................ 9 4.2 AREAS OBSERVED ................................................................................................................... 9

5 SITE IMPROVEMENTS ....................................................................................................................... 10 5.1 UTILITIES .................................................................................................................................. 10 5.2 PARKING, PAVING, AND SIDEWALKS ................................................................................... 10 5.3 DRAINAGE SYSTEMS AND EROSION CONTROL ................................................................ 12 5.4 TOPOGRAPHY AND LANDSCAPING...................................................................................... 12 5.5 GENERAL SITE IMPROVEMENTS .......................................................................................... 13

6 BUILDING ARCHITECTURAL AND STRUCTURAL SYSTEMS ....................................................... 16 6.1 FOUNDATIONS ........................................................................................................................ 16 6.2 SUPERSTRUCTURE ................................................................................................................ 16 6.3 ROOFING .................................................................................................................................. 17 6.4 EXTERIOR WALLS ................................................................................................................... 18 6.5 EXTERIOR AND INTERIOR STAIRS ....................................................................................... 18 6.6 EXTERIOR WINDOWS AND DOORS ...................................................................................... 19 6.7 PATIO, TERRACE, AND BALCONY ........................................................................................ 20 6.8 COMMON AREAS AND INTERIOR FINISHES ........................................................................ 20 6.8.1 AUDITORIUM .............................................................................................................................. 22 6.8.2 CAFETERIA................................................................................................................................. 22 6.8.3 GYMNASIUM............................................................................................................................... 22 6.8.4 LIBRARY ..................................................................................................................................... 23 6.8.5 LOCKER ROOMS ....................................................................................................................... 23

7 BUILDING MECHANICAL AND PLUMBING SYSTEMS.................................................................... 24 7.1 BUILDING HEATING, VENTILATING, AND AIR CONDITIONING (HVAC) ............................. 24 7.2 BUILDING PLUMBING AND DOMESTIC HOT WATER .......................................................... 25 7.3 BUILDING GAS DISTRIBUTION .............................................................................................. 26 7.4 BUILDING ELECTRICAL .......................................................................................................... 26 7.5 BUILDING ELEVATORS AND CONVEYING SYSTEMS ......................................................... 27 7.6 FIRE PROTECTION AND SECURITY SYSTEMS ................................................................... 28

8 OTHER STRUCTURES ....................................................................................................................... 29





9 RECOMMENDED OPERATIONS AND MAINTENANCE PLAN ........................................................ 30 9.1 ESSENTIAL COMPONENTS OF AN O&M PLAN .................................................................... 31 9.2 PREVENTIVE MAINTENANCE PROCEDURES AND TABLES .............................................. 31

10 APPENDICES ...................................................................................................................................... 39




1 www.EMGcorp.com p 800.733.0660

C E R TI F I C A TI ON

Maury County Public Schools retained EMG to perform this Facility Condition Assessment in connection Spring Hill High School One Raider Lane Columbia, Tennessee 38401 the “Property”. It is our understanding that the primary interest of Maury County Public Schools is to locate and evaluate materials and building system defects that might significantly affect the value of the property and to determine if the present Property has conditions that will have a significant impact on its continued operations. The conclusions and recommendations presented in this report are based on the brief review of the plans and records made available to our Project Manager during the site visit, interviews of available property management personnel and maintenance contractors familiar with the Property, appropriate inquiry of municipal authorities, our Project Manager’s walk-through observations during the site visit, and our experience with similar properties. No testing, exploratory probing, dismantling or operating of equipment or in depth studies were performed unless specifically required under Section 2 of this report. This assessment did not include engineering calculations to determine the adequacy of the Property’s original design or existing systems. Although walk-through observations were performed, not all areas were observed (See Section 4.2 for areas observed). There may be defects in the Property, which were in areas not observed or readily accessible, may not have been visible, or were not disclosed by management personnel when questioned. The report describes property conditions at the time that the observations and research were conducted. This report has been prepared on behalf of and exclusively for the use of Maury County Public Schools for the purpose stated within Section 2. of this report. The report, or any excerpt thereof, shall not be used by any party other than Maury County Public Schools or for any other purpose than that specifically stated in our agreement or within Section 2. of this report without the express written consent of EMG. Any reuse or distribution of this report without such consent shall be at Maury County Public Schools and the recipient’s sole risk, without liability to EMG.

Prepared by: Andrea Syracuse Project Manager

Reviewed by:

Joseph Bernatowicz, Program Manager [email protected] 800.733.0660 x 6318


mailto:[email protected]




1 EX E C U TI VE SU M M A R Y

1.1 PROPERTY INFORMATION AND GENERAL PHYSICAL CONDITION The property information is summarized in the table below. More detailed descriptions may be found in the various sections of the report and in the Appendices.

PROPERTY INFORMATION

Address: Spring Hill High School One Raider Lane Columbia, Tennessee

Year constructed: Constructed 1992 Greenhouse addition 1995 Band Room addition 2006

Current owner of property: Maury County Public Schools

Management Point of Contact: Stan Breeden 931.388.8403

Property type: School

Site area: 57 Acres Approximately 22 acres of sports fields

Gross floor area: 181,800 Square Feet Number of buildings: 1 Number of stories: 2 Parking type and number of spaces: 365 spaces on open lot EMG Observed School Capacity 1200 Students 2015-2016 Enrollment/Current school capacity 1048 / 87%

Building construction: Concrete topped metal deck

Roof Construction: Gabled with standing seam metal roof

Exterior Finishes: Brick Veneer

Heating and/or Air Conditioning: Common Area- Heating Central Hotwater Boilers

Common Area- Cooling Air Cooled Chillers

Fire and Life/Safety: Fire sprinklers, hydrants, smoke detectors, alarms, strobes, extinguishers, pull stations, alarm panel, exit signs.

Dates of visit: November 11, 2015 and November 12, 2015

Point of Contact (POC): Dave Hall, Construction Manager Maury County Public Schools 931.388.8403 phone





PROPERTY INFORMATION Assessment and Report Prepared by:

Andrea L Syracuse, Project Manager David Harrell, Project Manager

Reviewed by:

Joseph Bernatowicz Program Manager [email protected] 800.733.0660 x6318

Generally, the property appears to have been constructed within industry standards in force at the time of construction. The property appears to have been maintained in recent years and is in fair overall condition. According to property management personnel, the property has had a limited capital improvement expenditure program over the past three years, primarily consisting of asphalt pavement seal coating and replacement of gutters and leaders at the roof perimeter. Supporting documentation was not provided in support of these claims but some of the work is evident.

1.2 SPECIAL ISSUES AND FOLLOW-UP RECOMMENDATIONS As part of the FCA, a limited assessment of accessible areas of the building was performed to determine the presence of mold, conditions conducive to mold growth, and/or evidence of moisture. Property personnel were interviewed concerning any known or suspected mold, elevated relative humidity, water intrusion, or mildew-like odors. Sampling is not a part of this assessment.

Areas of suspect mold growth, moisture stains, water damage were observed along the ceiling tiles in the following areas: Ceiling tiles throughout the common area corridors. Approximately 250 SF totals of observed mold at ceiling tiles. Ceiling tiles throughout the common area corridors. Approximately 1000 SF of water saturated ceiling tile. The mold and water damaged ceiling tiles appear to be the result of water intrusion from active roof leaks, pipe leaks and condensation collection. Exposure to mold or mold producing materials can be hazardous and should be avoided. The presence of mold does not necessarily constitute an exposure. This assessment does not constitute a comprehensive mold survey of the Project, and any conclusions are based solely on conditions readily observable in accessed areas. Based on the apparent limited extent of mold (less than 30 square feet per location), the mold can be abated by the on-site maintenance staff as part of the property’s routine maintenance program. Such persons should receive training in accordance with OSHA on proper clean- up methods, personal protection, and potential health/safety hazards. The cost of this work is not included in the cost tables. The cost to address the apparent cause of the mold is included in Section 6.3, 7.1 .and 6.8. The following studies are recommended. Exterior site drainage is in poor/failed condition. Sink holes have formed adjacent to catch basins/retention tanks throughout the site.

There is also is evidence of possible foundation subsidence. A sinkhole is often a sign of a damaged catch basin/retention tank and poses a major liability. Sink holes often develop adjacent to catch basins/retention tanks because pipes, leading to or from them, collapse and water begins to erode the soil or gravel surrounding it. A civil engineer must be retained to analyze the existing condition, provide recommendations and, if necessary, estimate the scope and cost of any required repairs. The cost of this study is included in the cost tables. A cost allowance to replace/expand and or repair the site drainage system is also included in the cost tables.

Football complex bleachers are of pre-cast concrete set on poured-in place reinforced concrete foundation walls. There is evidence of spalls, deterioration, separation and movement of the bleachers. The bleachers are located at the bottom of an incline and at the time of our site visit there was a collection of water in “drainage” areas around the perimeter of the bleacher foundation. A structural engineer should be retained to review the structural stability of the bleachers. The cost of this study is included in the cost tables. A cost to replace the bleachers with new metal ones is also included in the cost tables.

1.3 OPINIONS OF PROBABLE COST Cost estimates are included in the front of this report.





These estimates are based on Invoice or Bid Document/s provided either by the Owner/facility and construction costs developed by construction resources such as R.S. Means and Marshall & Swift, EMG’s experience with past costs for similar properties, city cost indexes, and assumptions regarding future economic conditions. Opinions of probable costs should only be construed as preliminary, order of magnitude budgets. Actual costs most probably will vary from the consultant’s opinions of probable costs depending on such matters as type and design of suggested remedy, quality of materials and installation, manufacturer and type of equipment or system selected, field conditions, whether a physical deficiency is repaired or replaced in whole, phasing of the work (if applicable), quality of contractor, quality of project management exercised, market conditions, and whether competitive pricing is solicited, etc. ASTM E2018-08 recognizes that certain opinions of probable costs can not be developed within the scope of this guide without further study. Opinions of probable cost for further study should be included in the PCR.

1.3.1 METHODOLOGY Based upon site observations, research, and judgment, along with referencing Expected Useful Life (EUL) tables from various industry sources, EMG opines as to when a system or component will most probably necessitate replacement. Accurate historical replacement records, if provided, are typically the best source of information. Exposure to the elements, initial quality and installation, extent of use, the quality and amount of preventive maintenance exercised, etc., are all factors that impact the effective age of a system or component. As a result, a system or component may have an effective age that is greater or less than its actual chronological age. The Remaining Useful Life (RUL) of a component or system equals the EUL less its effective age. Projections of Remaining Useful Life (RUL) are based on continued use of the Property similar to the reported past use. Significant changes in tenants and/or usage may affect the service life of some systems or components. Where quantities could not be derived from an actual take-off, lump sum costs or allowances are used. Estimated costs are based on professional judgment and the probable or actual extent of the observed defect, inclusive of the cost to design, procure, construct and manage the corrections.

1.3.2 IMMEDIATE REPAIRS AND SHORT TERM COSTS Immediate repairs are opinions of probable costs that require immediate action as a result of: (1) material existing or potential unsafe conditions, (2) material building or fire code violations, or (3) conditions that, if not addressed, have the potential to result in, or contribute to, critical element or system failure within one year or will most probably result in a significant escalation of its remedial cost. Short term costs are opinions of probable costs to remedy physical deficiencies, such as deferred maintenance, that may not warrant immediate attention, but that require repairs or replacements, which should be undertaken on a priority basis in addition to routine preventive maintenance. Opinions of probable costs may include costs for testing, exploratory probing, and further analysis should this be deemed warranted by the consultant. The performance of such additional services is beyond the FCA scope of work. Generally, the time frame for such repairs is within one to two years.

1.3.3 REPLACEMENT RESERVES Replacement Reserves are for recurring probable expenditures, which are not classified as operation or maintenance expenses. The replacement reserves should be budgeted for in advance on an annual basis. Replacement Reserves are reasonably predictable both in terms of frequency and cost. However, Replacement Reserves may also include components or systems that have an indeterminable life but, nonetheless, have a potential for failure within an estimated time period. Replacement Reserves exclude systems or components that are estimated to expire after the reserve term and are not considered material to the structural and mechanical integrity of the subject property. Furthermore, systems and components that are not deemed to have a material effect on the use of the Property are also excluded. Costs that are caused by acts of God, accidents, or other occurrences that are typically covered by insurance, rather than reserved for, are also excluded. Replacement costs are solicited from property management, EMG’s discussions with service companies, manufacturers' representatives, and previous experience in preparing such schedules for other similar facilities. Costs for work performed by the school’s maintenance staff are also considered. EMG’s reserve methodology involves identification and quantification of those systems or components requiring capital reserve funds within the assessment period. The assessment period is defined as the effective age plus the reserve term. Additional information concerning system’s or component’s respective replacement costs (in today's dollars), typical expected useful lives, and remaining useful lives were estimated so that a funding schedule could be prepared. The Replacement Reserves Schedule presupposes that all required remedial work has been performed or that monies for remediation have been budgeted for items defined in the Immediate Repair and Short Term Cost Estimate.





2 P U R PO SE A ND SC OP E

2.1 PURPOSE EMG was retained by the client to render an opinion as to the Property’s current general physical condition on the day of the site visit. Based on the observations, interviews and document review outlined below, this report identifies significant deferred maintenance issues, existing deficiencies, and material code violations of record at municipal offices, which affect the Property’s use. Opinions are rendered as to its structural integrity, building system condition and the Property’s overall condition. The report also notes building systems or components that have realized or exceeded their typical expected useful lives. The physical condition of building systems and related components are typically defined as being in one of five conditions: Excellent, Good, Fair, Poor, Missing/Failed, or a combination thereof. For the purposes of this report, the following definitions are used:

Excellent = New or very close to new; component or system typically has been installed within the past year, sound and performing its function. Eventual repair or replacement will be required when the component or system either reaches the end of its useful life or fails in service.

Good = Satisfactory as-is. Component or system is sound and performing its function, typically within the first third of its lifecycle. However, it may show minor signs of normal wear and tear. Repair or replacement will be required when the component or system either reaches the end of its useful life or fails in service.

Fair = Showing signs of wear and use but still satisfactory as-is, typically near the median of its estimated useful life. Component or system is performing adequately at this time but may exhibit some signs of wear, deferred maintenance, or evidence of previous repairs. Repair or replacement will be required due to the component or system’s condition and/or its estimated remaining useful life.

Poor = Component or system is significantly aged, flawed, functioning intermittently or unreliably; displays obvious signs of deferred maintenance; shows evidence of previous repair or workmanship not in compliance with commonly accepted standards; has become obsolete; or exhibits an inherent deficiency. The present condition could contribute to or cause the deterioration of contiguous elements or systems. Either full component replacement is needed or repairs are required to restore to good condition, prevent premature failure, and/or prolong useful life.

NA = Not Applicable. New or recommended components or systems necessary to meet client requested needs. Throughout sections 5 through 9 of this report, each report section will typically contain three subsections organized in the following sequence: A descriptive table (and/or narrative), which identifies the components assessed, their condition, and other key data points. A simple bulleted list of Anticipated Lifecycle Replacements, which lists components and assets typically in Excellent, Good, or Fair

condition at the time of the assessment but that will require replacement or some other attention once aged past their estimated useful life. These listed components are typically included in the associated inventory database with costs identified and budgeted beyond the first several years.

A bulleted cluster of Actions/Comments, which include more detailed narratives describing deficiencies, recommended repairs, and short term replacements. The assets and components associated with these bullets are/were typically problematic and in Poor or Missing/Failed condition at the time of the assessment, with corresponding costs included within the first few years.

2.2 SCOPE The scope of the Facility Condition Assessment includes the following: Visit the Property to evaluate the general condition of the building and site improvements, review available construction documents in

order to familiarize ourselves with, and be able to comment on, the in-place construction systems, life safety, mechanical, electrical, and plumbing systems, and the general built environment. Exclude HVAC or energy improvement solutions covered under the School District’s agreement with the Trane Corporation for their Energy Conservation and Infrastructure Improvement Program (both funded and unfunded) which should be incorporated into the total program of improvement.





Identify those components that are exhibiting deferred maintenance issues and provide cost estimates for Immediate, Short Term, and Replacement Reserves based on observed conditions, and industry standard useful life estimates. This will include the review of documented capital improvements completed within the last five-year period and work currently contracted for, if applicable. Exclude HVAC or energy improvement solutions covered under the School District’s agreement with the Trane Corporation for their Energy Conservation and Infrastructure Improvement Program (both funded and unfunded) which should be incorporated into the total program of improvement.

Provide a full description of the Property with descriptions of in-place systems and commentary on observed conditions. Provide a general statement of the subject Property’s compliance to Title III of the Americans with Disabilities Act. This will not

constitute a full ADA survey, but will help identify exposure to issues and the need for further review. Assess the condition and appropriateness of interior and exterior finishes. Includes, but is not limited to paint and wall coverings, floor

coverings, windows, doors, and hardware, and exterior building finish system. Identify outdoor pay area needs, parking lot capacities, and outdoor athletic facilities at all appropriate locations. Evaluate their

condition for usability and safety. Recommend any needed repairs and improvement. . Determine the impact of any recommended improvements and renovations for the existing facilities to meet all current building codes,

including mitigation for impervious surfaces as required and ADA requirements, hazardous material abatement, etc. Work with district staff top create a final written summary report including but not limited to description of existing conditions, facility

assessment, evaluation of operations and maintenance practices, need analysis, capacity, financial projection (online Capital Planning database), and summary of facility rankings based on need.

Provide recommendations for additional studies, if required, with related budgetary information. Prepare a mechanical equipment inventory list.

2.3 PERSONNEL INTERVIEWED The following personnel from the facility and government agencies were interviewed in the process of conducting the FCA:

NAME AND TITLE ORGANIZATION PHONE NUMBER

Dave Hall, Construction Manager Maury County Public Schools 931.388.8403

Dr. Christine Potts Principal Maury County Public Schools 931.388.9403

The FCA was performed with the assistance of Dave Hall, Construction Manager, Maury County Public Schools, the on-site Point of Contact (POC), who was cooperative and provided information that appeared to be accurate based upon subsequent site observations. The on-site contact is completely knowledgeable about the subject property and answered most questions posed during the interview process. The POC’s management involvement at the property has been for the past 6 months. .

2.4 DOCUMENTATION REVIEWED Prior to the FCA, relevant documentation was requested that could aid in the knowledge of the subject property’s physical improvements, extent and type of use, and/or assist in identifying material discrepancies between reported information and observed conditions. The review of submitted documents does not include comment on the accuracy of such documents or their preparation, methodology, or protocol. The Documentation Request Form is provided in Appendix E. Although Appendix E provides a summary of the documents requested or obtained, the following list provides more specific details about some of the documents that were reviewed or obtained prior to and during the site visit. Trane Study dated 2014 Study Village Roofing Co, Roof Repair Report dated November 5, 2015 SSOE Group, Spring Hill High Crack Recommendations dated November 10, 2015





2.5 PRE-SURVEY QUESTIONNAIRE A Pre-Survey Questionnaire was sent to the POC prior to the site visit. The questionnaire is included in Appendix E. Information obtained from the questionnaire has been used in preparation of this report.

2.6 WEATHER CONDITIONS November 11, 2015: Clear, with temperatures in the 70s (°F) and light winds. November 12, 2015: Clear, with temperatures in the 60s (°F) and light winds.





3 C O D E I N FO R MA T I O N A N D AC C E SSI B I L I T Y

3.1 CODE INFORMATION, FLOOD ZONE AND SEISMIC ZONE According to the Flood Insurance Rate Map, published by the Federal Emergency Management Agency (FEMA) and dated 4-16-2007 the property is located in: Zone X, defined as an area outside the 500-year flood plain with less than 0.2% annual probability of flooding. Annual Probability of Flooding of Less than one percent. According to the 1997 Uniform Building Code Seismic Zone Map of the United States, the property is located in Seismic Zone 1, defined as an area of low probability of damaging ground motion.

3.2 ADA ACCESSIBILITY Generally, Title III of the Americans with Disabilities Act (ADA) prohibits discrimination by entities to access and use of “areas of public accommodations” and “commercial facilities” on the basis of disability. Regardless of its age, these areas and facilities must be maintained and operated to comply with the Americans with Disabilities Act Accessibility Guidelines (ADAAG). Buildings completed and occupied after January 26, 1992 are required to comply fully with the ADAAG. Existing facilities constructed prior to this date are held to the lesser standard of compliance to the extent allowed by structural feasibility and the financial resources available. As an alternative, a reasonable accommodation pertaining to the deficiency must be made. During the FCA, a limited visual observation for ADA accessibility compliance was conducted. The scope of the visual observation was limited to those areas set forth in EMG’s Abbreviated Accessibility Checklist provided in Appendix D of this report. It is understood by the Client that the limited observations described herein does not comprise a full ADA Compliance Survey, and that such a survey is beyond the scope of EMG’s undertaking. Only a representative sample of areas was observed and, other than as shown on the Abbreviated Accessibility Checklist, actual measurements were not taken to verify compliance. At a school property, the areas considered as public accommodations, besides the site itself and parking, are the exterior accessible route, the interior accessible route up to the classrooms, and the interior common areas, including the common area restrooms. The facility does not appear to be accessible with Title III of the Americans with Disabilities Act. Elements as defined by the ADAAG that are not accessible as stated within the priorities of Title III, are as follows: Adequate number of designated parking stalls and signage for cars is not provided. Designated parking spots are not provided. Adequate number of designated parking stalls and signage for vans is not provided. Lever action hardware is not provided at all accessible locations. Wrap drain pipes below lavatory with insulation; protect against contact with hot, sharp, or abrasive surfaces.

A full ADA Compliance Survey may reveal additional aspects of the property that are not in compliance.





4 EX I ST I NG B U I L D I N G A SS ESS M E N T

4.1 AREA TYPE All 181,800 square feet of the building is owned and occupied by Maury County Public School System.

4.2 AREAS OBSERVED Most of the property unit was observed in order to gain a clear understanding of the property’s overall condition. Other areas accessed included the exterior of the property and sports fields. All areas of the property were available for observation during the site visit. The following areas were not available for observation during the site visit: The roof was not accessible, due to slope and associated safety concerns. The Study Village Roofing Co, Roof Repair Report dated

November 5, 2015 was deemed accurate and reliable based on observed and information from the point of contact.





5 S I TE I M PR OVE M E N TS

5.1 UTILITIES The following table identifies the utility suppliers and the condition and adequacy of the services.

SITE UTILITIES

UTILITY SUPPLIER CONDITION AND ADEQUACY

Sanitary sewer Columbia Power & Water Good

Storm sewer Catch basins/retention tanks, swales/outfalls and spillways Poor

Domestic water Columbia Power & Water Good

Electric service Columbia Power & Water Good

Gas service Atmos Energy Good

Actions/Comments: According to the point of contact, the utilities provided are adequate for the property. There are no unique, on-site utility systems

such as emergency electrical generators, septic systems, water or waste water treatment plants. Storm sewer system appears in poor condition. The existing system appears to be failing. Sink holes have formed adjacent to catch-

basins/retention tanks and in landscaped areas and there is strong evidence that hydraulic grade lines are subsiding. The lack of adequate storm drainage is undermining concrete paved walkways, and may be degrading the soil beneath the building structure (footing). As indicated in Section 1.2 a civil engineer must be retained to analyze the existing condition, provide recommendations and, if necessary, estimate the scope and cost of any required repairs. The cost of this study is included in the cost tables. A cost allowance to replace the site drainage system is also included in the cost tables.

5.2 PARKING, PAVING, AND SIDEWALKS

ITEM DESCRIPTION

Main Ingress and Egress Route 31 (Main Street)

Access from EAST

PAVING AND FLATWORK

ITEM MATERIAL LAST WORK DONE CONDITION

Entrance Driveway Apron Asphalt 5>Years Fair

Parking Lot – Student Asphalt 1>Years Fair

Drive Aisles Asphalt 5>Years Fair

Service Aisles Gravel 5>Years Poor

Sidewalks Cast In Place Concrete 15> Years Poor

Curbs Cast in Place Concrete 15> Years Fair

Pedestrian Ramps None --





PARKING COUNT

OPEN LOT CARPORT PRIVATE GARAGE

SUBTERRANEAN GARAGE

FREESTANDING PARKING STRUCTURE

365 0 0 0 0

Number of ADA Compliant Spaces Not marked

Number of ADA Compliant Spaces for Vans Not provided

Total Parking Spaces 365

Parking Ratio 0.49 per 1000 SF

Method of obtaining parking count PER POC

EXTERIOR STAIRS

LOCATION MATERIAL HANDRAILS CONDITION

South side of Property outside of Stairwell A

Concrete stairs None Poor

Southside of Property outside of Stairwell B

Concrete stairs None Poor

None None --

Anticipated Lifecycle Replacements: Asphalt seal coating – 5 years

Asphalt pavement – 25 years Sidewalks – 25 years Curbs – 25 years Site Stairs – 25 years

Actions/Comments: The asphalt pavement exhibits isolated areas of deterioration, such as alligator cracking, transverse cracking and localized

depressions. Localized depressions occur in the main parking lot area. The most severely damaged areas of paving must be cut and patched in order to maintain the integrity of the overall pavement system. Site drainage issues addressed in Section 5.1 and 5.3 are to be addressed in prior to the repair of the asphalt.

Along the drive aisles and parking areas throughout the campus, in order to maximize the pavement life, crack sealing, seal coating, and restriping of the asphalt paving will be required during the evaluation period.

The concrete sidewalks have isolated areas of cracks due settlement and improper drainage. This occurs at walkways located along the perimeter of the school and sports fields, and where roof leaders discharge onto splash block. The damaged areas of concrete pavement require repair. The potential underlying issue of soil erosion is addressed in Sections 5.1 and 5.3.

The concrete walkways adjacent to exit stairwells A and B at the south side of the school are undermined by storm run-off from adjacent leaders set on splash blocks. Wash-out beneath the slab at stairwell A has also been exacerbated by a skunk burrow. It is recommended that burrows be sealed off by installing curbs be along the perimeter of the paved concrete areas.

The concrete curbs, have isolated areas of vertically-displaced concrete due settlement and soil erosion. These areas occur primarily along landscaped areas at the north side of the building. The damaged areas of concrete curbs repair is part of management’s routine maintenance program.

Gravel at service roads has deteriorated. The lack of gravel has resulted in wash-outs in of sections of the roadway. Replacement of the gravel topping is recommended to preserve the integrity of the roadway.





5.3 DRAINAGE SYSTEMS AND EROSION CONTROL

DRAINAGE SYSTEM AND EROSION CONTROL

SYSTEM EXISTS AT SITE CONDITION

Surface Flow ☒ Failed

Inlets ☒ Poor

Swales ☒ Failed

Catch Basins/Retention tanks ☒ Failed

Lagoons ☐ --

Ponds ☐ --

Underground Piping ☒ Failed

Retention tanks ☒ Failed

Municipal System ☐ --

Dry Well ☐ --

Anticipated Lifecycle Replacements: Catch Basins and Retention tanks – 25 years

Actions/Comments: Ponding occurs throughout the landscaped areas and roadways. Soil erosion occurs throughout the site. At some locations grades have sunk approximately 6” below curb level. The affected areas

must be restored to prevent additional erosion and damage. Throughout the perimeter of the building, some of the existing downspouts that are set onto splash blocks discharge onto the soil

causing soil erosion. The downspout terminations must be connected to the underground storm water system to address the erosion problem. Soil erosion is observed where downspouts connect to underground piping, suggesting a collapse of the underground piping system.

Cracks have developed in the asphalt pavement where outfalls are connected via underground piping. Outfalls are observed with an accumulation of trash and debris. Sink holes have developed adjacent to catch basins/retention tanks and throughout landscape areas. A sinkhole is often a sign of a

damaged catch basin/retention tank and poses a major liability. Sink holes often develop adjacent to these structures as pipes, leading to or from the basin, collapse and water begins to erode the soil or gravel surrounding it.

As mentioned above in Sections 1.2 and 5.1, a civil engineer must be retained to analyze the existing conditions, provide recommendations and, if necessary, estimate the scope and cost of any required repairs. The cost of this study is included in the cost tables. A cost allowance to replace and expand and repair the site drainage system is also included in the cost tables.

5.4 TOPOGRAPHY AND LANDSCAPING

ITEM DESCRIPTION

Site Topography Slopes gently down from the north side of the property to the south property

line. Major grade changes from east to west property lines.





ITEM DESCRIPTION

Landscaping Trees Grass Flower

Beds Planters Drought Tolerant Plants

Decorative Stone None

☒ ☒ ☐ ☐ ☐ ☐ ☐

Landscaping Condition Poor

Irrigation

Automatic Underground at Football field.

Drip Hand Watering None

☒ ☐ ☒ ☐

Irrigation Condition Good

Surrounding properties to the east include corn fields. At the north property line of the school campus there is a fire house and storage facility.

Anticipated Lifecycle Replacements: Irrigation system components – 25 years Landscape- ground cover – 25 years

Actions/Comments: The topography and adjacent uses do not appear to present conditions detrimental to the property. Areas of erosion are noted above in Section 5.3. The landscape material has isolated though significant areas of fallow landscape. Sink holes have formed in intermittent locations

throughout the landscaped areas and adjacent to catch-basins/retention tanks. Once the drainage and erosion issues as discussed in Section 5.3 are corrected, new landscape material must be installed at the affected areas.

5.5 GENERAL SITE IMPROVEMENTS

PROPERTY SIGNAGE

Property Signage Monument Sign

Street Address Displayed? No

SITE AND BUILDING LIGHTING

Site Lighting

None Pole Mounted Bollard Lights Ground Mounted

Parking Lot Pole Type

☐ ☒ ☐ ☐ ☒

Good

Building Lighting None Wall Mounted Recessed Soffit

☐ ☒ ☒





SITE AND BUILDING LIGHTING

Good

SITE FENCING

TYPE LOCATION CONDITION

Chain link with metal posts Sport fields Good

Chain link with metal posts Green house area Fair

None --

REFUSE DISPOSAL

Refuse Disposal Common Area Dumpsters

Dumpster Locations Mounting Enclosure Contracted? Condition

East side of property Concrete Pad None No Fair

OTHER SITE AMENITIES :

DESCRIPTION LOCATION CONDITION

Playground Equipment None None --

Play surface None None

Tennis Courts None None --

Basketball Court None None --

Swimming Pool None None --

Baseball/Softball Field Clay/grass Northwest corner of campus Good

Football Field Grass West side of campus Good

Practice Fields Grass West side of campus Good

Sports fields consist of two baseball diamonds, a football field and a practice football field. The baseball fields are located on the northwest side of the school campus. The fields are equipped with team dugouts, press boxes and concessions stands. There is fencing along the baselines adjacent the dugouts with a backstop behind home plate. The field has a clay surface surrounding the bases, grass diamond and grass outfield. Stadium lighting fixtures are provided around the perimeter of the field. Manufactured metal stands are situated along the base lines at each of the playing fields. The baseball area also includes a batting cage and an indoor metal practice area. The press box and concession stand are constructed of painted wood. Dugouts are constructed of painted wood and have standing seam metal roofs. Each field is also equipped with an electronic score board. The football field is located at the west side of the school campus, south of the baseball diamonds. The practice field is adjacent to the football field to the west of the play field. The main and practice fields have natural ground cover. The football end zones have permanent metal goal posts and a multi-use electronic scoreboard. The scoreboard is located at the west side of the field. The athletic field has two sets of concrete bleacher, ancillary concession buildings and toilet facilities. The entire sports field complex is enclosed in a chain link fence. High-intensity light fixtures, mounted on metal poles, are provided for night-time games.





As noted above in Section 1.2 concrete bleachers are provided at either side of the football field.

Anticipated Lifecycle Replacements: Signage – 20 years Exterior lighting - 20 years Site fencing – 30 years Baseball surface – 20 years Ground covers – 25 years Concrete bleachers (built improvements) – 20 years

Actions/Comments: Spalled and deteriorated concrete and movement of the bleachers is noted. A structural engineer is to be retained to review the

condition of the bleachers. The cost for this study, as well an estimated cost to replace the bleachers is included in the cost tables of this report.

No other significant repair actions or short term replacement costs are required. Routine and periodic maintenance is recommended.





6 B U I L DI NG A RC H I TE C T U R AL A ND S T R U C TU R A L S YS T E MS

6.1 FOUNDATIONS

BUILDING FOUNDATION

ITEM DESCRIPTION CONDITION

Floor Concrete Slab on grade Good

Footings pad footing Poor

Basement and Crawl Space None --

Anticipated Lifecycle Replacements: Haunch Footings – 50 +

Actions/Comments: The foundations and footings cannot be directly observed. However, there are areas where the brick, or block has cracked, with

movement and vertical displacement of concrete slabs (exterior threshold of Stair A) observed, where thru-wall masonry cracks (exterior corner of Stair B) and exterior step cracks (east wall of gymnasium/band room entrance) have formed in addition to many other cracks in the interior and exterior of the masonry. This condition typically indicates possible foundation subsidence, (settlement) or other potential problems with the foundation system. SSOE Group was hired specifically to review the cracks in Stair A, as well and that formed, and re-opened at the auxiliary gym. Their Spring Hill High School Crack report dated November 10, 2015, stated that “localized excavation was recommended in the areas of the cracking by a foundation remediation contractor” to investigate possible foundation subsidence. It is recommended that the foundation probes be extended to include other areas throughout the foundation, where expansion joints have been cut into the masonry at the facade to “control” masonry cracks and to include probes at the exterior corner of stair well B, where a through-wall masonry crack has formed. Although the estimated cost of repair cannot be accurately determined without the actual investigative work, a budgetary cost allowance for the investigative site work and to repair the affected elements is included. As the cracks do mainly occur in areas where downspouts discharge, weather onto splash blocks or connect to where they connect to buried drain lines, it is recommended that the investigative probes be performed in conjunction with the Civil Engineer recommended to investigate site drainage issues. There is strong evidence that the two issues are related.

6.2 SUPERSTRUCTURE

BUILDING SUPERSTRUCTURE

ITEM DESCRIPTION CONDITION

Framing Structural Block Good

Upper Floors Concrete topped steel desks Good

Roof Structure Metal Deck/Exposed steel trusses

Roof Sheathing Steel Decks --

Anticipated Lifecycle Replacements: Concrete block - 50 + years





Actions/Comments: The superstructure is exposed in some locations, which allows for limited observation. Walls and floors appear to be plumb, level,

and stable. Indication of wall movement is reviewed in Section 6.1 above. There are no significant signs of floor deflection.

6.3 ROOFING

PRIMARY ROOF

Type Gabled Roof Finish Standing Seam Metal Roof

Maintenance Outside Contractor Roof Age 23 Years

Flashing Sheet metal Warranties None

Parapet and Copings None Roof Drains Gutters and downspouts

Fascia Metal Panel Insulation Rigid Board

Soffits Exposed Soffits Skylights No

Attics Choose an item. Ponding No

Ventilation Source-1 Choose an item. Leaks Observed Yes

Ventilation Source-2 Choose an item. Roof Condition Fair

The primary roof is a standing seam metal roof.

Anticipated Lifecycle Replacements: Standing seam metal roof – 40 years Roof flashings – 20 years

Actions/Comments: The roof finishes are original and are approximately 23 years old. The condition of the standing seam metal roof system is fair.

According to the report prepared by Village Roofing Company’s roof report dated November 5, 2015 there are several issues with improper drainage, flashing, and roof transitions. A copy of that report is attached in Appendix E of this report. The report specifically deals with 3 locations where excessive roof leaks are noted; Roof area above the main office, roof area above the auditorium around smoke vents; roof area above boys’ restrooms.

According to the POC, there are several active roof leaks. There is evidence of active roof leaks throughout the school. The roof substrate and insulation should be inspected during any future roof repair or replacement work. According to Village Roofing Company’s roof report dated November 5, 2105, roof drainage appears to be inadequate, improperly

designed and/or located in areas observed. According to Village Roofing Company’s roof report dated November 5, 2015 the roof flashings have significant areas of damaged

flashing elements throughout. Roof flashing has exceeded its Useful Life (UL). The damaged flashing elements must be replaced. Based on the reported conditions observed by Village Roofing Company dated November 5, 2015, and observed interior conditions,

it is recommended that an extensive review of all sections of the standing seam roof be prepared and repairs completed accordingly. The cost report includes an estimated cost to replace all wall flashing, to reroute leaders from upper roof areas and to replace all metal coping.





6.4 EXTERIOR WALLS

BUILDING EXTERIOR WALLS

TYPE LOCATION CONDITION

Primary Finish Brick Veneer FAIR

Accented With None --

Soffits Exposed FAIR

Building sealants and caulking are located between dissimilar materials, at joints, and around window and door openings.

Anticipated Lifecycle Replacements: Brick veneer – 50 + years Caulking – 10 years Masonry re-pointing – 25 years

Actions/Comments: Open masonry joints are noted at brick piers, at the base of the exterior walls particularly at areas where downspouts discharge onto

concrete blocks. Repointing of all open masonry joints is recommended. As noted above in Section 6.1 vertical and step cracks are noted throughout the façade elevations. After the cause of the masonry

cracking is identified and corrected, all cracked masonry is to be replaced and all open masonry joints are to be saw-cut and repointed. Masonry repair is also to include the repair of the masonry at the loading dock.

As recommended by SSOE in their Spring Hill High School Crack Recommendations report dated November 10,2015, all block and brick damaged due to any foundation settlement, are to be replaced, full-wall expansion joints are to be installed, and all open joints are to be saw-cut and repointed. A budget is provided in the cost schedule for this repair.

Cracks in masonry above the top floor windows in stair A and Stair B were noted. The cracks may be related to the movement of the foundation at these locations. Resetting of the lintel may be required in conjunction with the exterior wall repair.

6.5 EXTERIOR AND INTERIOR STAIRS

BUILDING EXTERIOR AND INTERIOR STAIRS

TYPE DESCRIPTION RISER HANDRAIL BALUSTERS CONDITION

Building Exterior Stair Access to Stair A and B Concrete N/A N/A

Building Interior Stairs Concrete filled metal pan stairs Closed Metal Metal GOOD

Actions/Comments: No significant repair actions or short term replacement costs are required. Routine and periodic maintenance is recommended.





6.6 EXTERIOR WINDOWS AND DOORS

BUILDING WINDOWS

WINDOW FRAMING GLAZING LOCATION WINDOW SCREEN CONDITION

Metal-framed double hung Double Pane Throughout ☒ POOR

Aluminum-framed storefront Double Pane Cafeteria ☐ POOR Aluminum-framed units with fixed panes Double Pane Atrium at entry ☐ FAIR

EXTERIOR DOOR

Main School Entrance Doors

Door Type Condition

Metal Door With Vision Glass GOOD Cylindrical

Lockset Handle Count Deadbolts Spy-Eyes Door Knockers

Yes Lever / push bar Yes Keyed

//Keyless No Yes

Service Door Hollow Metal 12 single FAIR

Service/Entrance Doors Hollow Metal 11 pair FAIR

Main School Entrance Doors Architectural Aluminum 13 pair

GOOD

Anticipated Lifecycle Replacements: Windows – 30 years Exterior Architectural aluminum doors -30 years Service doors – hollow metal -25 years Stair doors - hollow metals – 25 years Window sealants – 10 years

Actions/Comments: The windows are aluminum double- hung double pane units. Most of the windows are difficult to open and close. The windows also

display significant evidence of leaks with a build-up of condensation in the sash. Screens, where in place are also noted as poor. Window replacement is recommended. Replacement should include new energy-efficient units with screens.

The windows at the rear of the senior cafeteria are part of an aluminum-framed, storefront system incorporating the entry doors. The windows are glazed with insulated panes set in metal frames. The doors are fully-glazed, aluminum-framed doors set in the metal framing system. The condition of the glazing is poor. Seals are broken as evidenced by a build-up of condensation. Replacement of all deteriorated sash is recommended.

There are a few exterior doors that were observed as damaged and deteriorated. Replacement of all damaged doors is recommended.

Management reported significant issues with proper closing of the exterior doors. Door closers appear to not be properly functioning. At the A and B stair egress doors, door closure issues may be due to possible settlement of the foundation, making the openings out of square. An estimated budget is provided to replace door closers at all architectural aluminum and service entry doors.

As a security measure it is recommended that a magnetic lock and card access control reader be installed on the main entry doors at the building main and gymnasium entry doors.





6.7 PATIO, TERRACE, AND BALCONY

BUILDING PATIO, TERRACE AND BALCONY

TYPE DESCRIPTION ENCLOSURE CONDITION

Ground Floor Patio- at Cafeteria Concrete None GOOD Courtyard Landscaped/Lilly Pond None GOOD

Anticipated Lifecycle Replacements: Patio decking – 30 years.

Actions/Comments: The patio slabs have isolated signs of cracking. The cost to repair the patios is relatively insignificant and the work can be

performed as part of the property management’s routine maintenance program. The landscaped areas and Lilly pond are in good condition and will require routine maintenance.

6.8 COMMON AREAS AND INTERIOR FINISHES The main building entry is accessed at the east side of the school. An aluminum vestibule provides direct access to the main building entry. The main entry hall is a two-story atrium. The senior and main cafeteria, as well as the auditorium is accessed directly off this area. Classrooms are located in the two-story A and B wings in the one-story E wing and annex G wing building. The following table identifies the interior common areas and generally describes the finishes in each common area.

COMMON AREA FLOORS WALLS CEILINGS

School entry Vinyl Tile Painted CMU Painted Structure (Steel Trusses)

Cafeteria / Senior Cafeteria Vinyl Tile Painted CMU Painted Structure (Steel Trusses)

Kitchen Quarry Tile Painted CMU Suspended T-bar (Acoustic)

Auditorium Sealed concrete, Carpet Painted Drywall Suspended T-bar

(Acoustic)

Library Carpet Painted Drywall Suspended T-bar

(Acoustic)

Gymnasium Wood Painted CMU Painted Structure (Steel Trusses)

Auxiliary Gymnasium Parquet Floor Painted CMU Painted Structure (Steel Trusses)





COMMON AREA FLOORS WALLS CEILINGS

Locker rooms Ceramic Tile Painted CMU Suspended T-bar (Acoustic)

Locker Room Showers Sealed concrete, pre-molded shower stalls Painted CMU

Painted Structure

(Concrete)

Band Room Vinyl Tile Painted CMU Suspended T-bar (Acoustic)

Corridors Vinyl Tile Painted CMU Suspended T-bar (Acoustic)

Classrooms Vinyl Tile Painted CMU Suspended T-bar (Acoustic)

Restrooms Ceramic Tile Painted CMU, ceramic tile wainscot at wet wall Suspended-T bar

Overall General Condition Fair Fair Poor

INTERIOR DOORS

ITEM TYPE CONDITION

Interior Doors Solid Core Wood GOOD Door Framing Metal GOOD

Door Hardware Lever/knob FAIR

Anticipated Lifecycle Replacements: Vinyl tile – 15 years Parquet Floor- 30 years Sand Refinish – 10 years Ceramic tile wall – 25 years Ceramic tile floor – 50 years Interior paint – 8 years Suspended acoustic ceiling tile – 20 years Hardware – 20 years

Actions/Comments: It appears that the interior finishes in the common areas are original and have not been renovated. There are water damaged, warped and deteriorated ceiling tiles throughout the lobby, corridors and classrooms. The damaged and

missing ceiling tile must be replaced. Based on condition and Remaining Useful (RUL) life replacement of the acoustic ceiling tile is recommended.

Vinyl floor tile is noted in overall fair condition. At some locations areas of flooring have been replaced. Based on condition and Remaining Useful Life (RUL), replacement of the vinyl floor tile is recommended.

The interior paint finishes in classrooms are noted as old and worn. Repainting of interior classrooms is recommended.





Ceramic tile wainscot in common area restrooms is in fair condition. Re-grouting of the tile will be required during the reserve term. This work is part of management’s routine maintenance program.

Interior locks are in fair condition. There is generally a mix of lever and knob hardware. It is recommended that all knob hardware be replaced with ADA compliant hardware and all locksets be changed to intruder type locksets for security measures.

6.8.1 AUDITORIUM The auditorium is located off the main school entry on the east side of the building. There is a stage with wooden flooring. Access to the stage is via two enclosed stairwells on either side of the auditorium. There is a curtain, and stage lighting. Walls are painted drywall. The auditorium floor is sealed concrete with a carpet runner. Stage flooring is vinyl tile. Dressing rooms are provided at either side of the stage. The dressing rooms are equipped with restrooms.

6.8.2 CAFETERIA The school has two cafeterias. One cafeteria is designated for seniors and has access to an exterior patio. The main cafeteria is located directly across from the senior cafeteria. Each is located on opposite sides of the main entry hall of the school. The senior cafeteria has access to the exterior patio dining area. The cafeteria kitchen is a full cooking kitchen. Vinyl flooring, suspended acoustic tile and exposed masonry walls are finishes within the space. The kitchen areas have a variety of commercial appliances, fixtures, and equipment as follows:

Appliance Comment Refrigerators 3 reach-in and 1 walk-in Freezers 1 walk-in Ovens 6 gas fired ovens Griddle/Grill 1 gas fired Steam Kettles 40-gallon Hood Exhaust ducted to exterior Dishwasher 3 compartment sink and Hobart Work tables Stainless steel Shelving Stainless steel

Observations/Comments: The kitchen appliances appear to be in satisfactory condition. Based on their estimated Remaining Useful Life (RUL), some of the

kitchen appliances may require replacement during the evaluation period. The estimated cost of this work is included in the Replacement Reserves Report.

6.8.3 GYMNASIUM The school is equipped with two gymnasiums. The main gym is located on the west side of the school building. The gymnasium has a maple sports floor, exposed structure ceiling, and painted masonry walls. The gymnasium is two-levels. Each level is serviced by a set of concrete-filled metal pan stairs. This gymnasium has a 2500 seat capacity telescoping bleachers, spread across the two levels and the north and south sides of the space. The gymnasium has six basketball drops and wall pads. A separate weight room is located within the gymnasium space. The weight room floor is finished with rubber tiles. The auxiliary gymnasium is located across the hall from the main gymnasium. The floor at this gymnasium is a parquet floor. Pieces of the parquet floor, notably near the corners and floor to ceiling edges, require replacement. The walls are painted block. Each gymnasium is equipped with an electronic score board.





6.8.4 LIBRARY The library is located on the first floor of the building, between A and B wings. The library has a carpeted floor, painted drywall, an acoustic hung ceiling and free standing bookshelves.

6.8.5 LOCKER ROOMS The locker rooms are located on either side off the main gymnasium. Finishes within the locker rooms consist of vinyl floor tile or sealed concrete floors, with painted concrete ceilings, and painted block walls. Wood lockers are provided for the football locker room, while basketball lockers are steel. Showers for the boy’s locker rooms are sealed concrete floor with ceramic tile walls. The girls shower rooms have molded shower stall bases with painted block walls.

Observations/Comments: The interior finishes are in fair condition. The vinyl tile at the auditorium stage is in poor condition and shows evidence of damage due to a roof leak around the smoke

hatches. The carpet in the auditorium is in poor condition, with rips and loose edges observed. The auditorium stage is has no accessible access. It is recommended that a lift be installed to comply with ADA requirements. Carpeting in the library is noted in good condition. The maple floor in the main gymnasium is in good condition. The floor was recently re-sanded and the room repainted. The bleachers in the main gymnasium are in poor condition. The bleachers are motorized. The units do not properly open. Staff has

to pull the units to open and push to set them to set them fully back in place. Telescoping bleachers have a 20 year Projected Useful Life (PUL). Replacement of the bleachers is recommended.

The parquet flooring in the auxiliary gymnasium shows evidence of damage due to a roof leak. Repair is required. Repair of the floor is part of management’s routine maintenance program.

There are several cracks throughout the interior of the auxiliary gymnasium. As discussed in Section 6.1 and 6.4 after the cause of the masonry cracking is determined the block should be replaced.

Interior steel lockers in the locker rooms are in poor condition. Replacement of the steel lockers should be considered. Interior locker and shower rooms are in poor condition. Tile, where present is in poor condition, locker doors are broken, and the

general appearance of the spaces are poor. The components have all exceeded their Projected Useful Life of 20 years. Recommendations include a complete renovation of the locker rooms, complete with new tile, paint, lockers and cubbies. A budget is provided for this upgrade in the Cost Report.

The rubber floor tiles in the fitness room are in fair condition. Replacement of the fitness room tiles should be considered. Replacement of all finishes rated as poor is included in the Cost Report.





7 B U I L DI NG M EC H A NI C AL A ND PL U MBI N G S YS T E MS

See the Mechanical Equipment List in the Appendices for the quantity, manufacturer’s name, model number, capacity and year of manufacturer of the major mechanical equipment, if available. Data and information regarding the HVAC equipment was verified and consistent with the 2014 Trane engineering study for the Maury County Public School system.

7.1 BUILDING HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

BUILDING CENTRAL HEATING SYSTEM

Primary Heating System Type Central Hotwater Boilers Quantity 2

Heating Fuel Natural Gas Heating System Input Capacity (MBH) 3,600 (ea)

Manufactured Rated Efficiency 80% Location of Equipment Mechanical equipment room

Space Served by System School Age 23

Heating Plant Condition Fair

BUILDING CENTRAL COOLING SYSTEM

Primary Cooling System Type Air Cooled Chillers Quantity 2

Refrigerant R-22 and R-134a Cooling System Capacity (Tons) 215 and 225 Tons

Cooling Tower Size None Manufactured Rated Efficiency 9.8 EER

Location of Equipment Outside MER Space Served by System School

Age 15 and 10 Cooling Plant Condition FAIR

DISTRIBUTION SYSTEM

Hot// chilled Water Distribution System Two pipe system Secondary Circulation Pump Size and Qty. 40Hp (1X)

Primary Circulation Pump Size and Qty 25Hp (2X) Air Distribution System AHU, FCU and Unit Ventilators

Air Handling Unit Location various Quantity Fan Coil Unit (s) 14

Spaces Served by Fan Coil Unit (s) Stairs, Locker rooms, offices Common Area Temperature Control BMS sensor

Building Ventilation Central AHU, With Fresh Air Intake Distribution System Condition FAIR

Air distribution is provided to supply air registers by ducts concealed above the ceilings. Return air grilles are located in each space. The heating and cooling system are controlled by local thermostats and monitored by the building management system (BMS). The stair wells, bathrooms, and other areas are ventilated by mechanical exhaust fans. Large capacity ventilation fans are mounted on the roof and are connected by concealed ducts to each ventilated space.





Actions/Comments: The HVAC systems are maintained by the in-house maintenance staff. Records of the installation, maintenance, upgrades, and

replacement of the HVAC equipment at the property have been maintained. The HVAC equipment appears to vary in age. HVAC equipment is replaced on an "as needed" basis. The boilers show minor evidence of corrosion. The boilers are also approaching the end of remaining useful life. As a result, the

boilers are being recommended for replacement and are included in the replacement reserves report. The school has two air cooled chillers mounted on pads near the mechanical equipment room. One was installed in 2000 and the

other is recently installed. The older chiller has isolated evidence of corrosion, and rust and also runs on discontinued R-22 refrigerant. The chiller is also nearing the end of useful life and requires replacement. The older chiller is being recommended for replacement and is included in the replacement reserves report.

The air handlers are original to the 1992 construction and are reported to be functioning adequately. It appears many of the air handler motors were converted in the Trane Energy Study project and connected to Variable Frequency Drives for control and energy savings. High-efficiency motor replacements are recommended as replacements occur. It was noted during the site visit that many of the filters had considerable amounts of dust and dirt accumulation. Scheduled change outs are recommended to prevent clogged filters and improve overall air quality.

It was noted during the site visit, and further confirmed by the point of contact, that the fan coil units located in the stair wells were not functioning. It was also pointed out that the unit in the office kitchen is nonfunctioning. It is recommended that the fan coils be replaced and a replacement amount is included in the replacement reserves report.

The unit ventilators that supply the classrooms are original and approaching the end of useful life. Additionally, it is not apparent if proper amounts of ventilation air are being provided by the current units since the air louvers have been reported as being blanked off. Unit ventilator replacement costs are included in the replacement reserves report.

There are four split system heat pumps at the facility serving various sections of the building. Some of the units are nearing the estimated remaining useful life and are being recommended for replacement. The replacement amount is included in the replacement reserves report.

7.2 BUILDING PLUMBING AND DOMESTIC HOT WATER

BUILDING PLUMBING SYSTEM

TYPE DESCRIPTION CONDITION

Water Supply Piping Copper and Cast Iron GOOD

Waste/Sewer Piping Cast Iron and PVC GOOD Vent Piping PVC Pipe GOOD

Water Meter Location Did not observe

DOMESTIC WATER HEATERS OR BOILERS

Component(s) Water Heater

Fuel Natural Gas and Electric

Storage Capacity Seven over 75 gallon; three under 30 gallon

Input Capacity varies

Boiler or Water Heater Condition: FAIR

Pressure and Flow of Hot Water Not Adequate

Pressure and Flow of City Water Adequate





COMMON AREA PLUMBING FIXTURES

Water Closets Commercial Grade

Water Closets Rating 1.28 GPF

Common Area Faucet, GPM 2.0 GPM

Condition Good

Actions/Comments: The plumbing systems appear to be well maintained and functioning adequately. The water pressure appears to be sufficient. No

significant repair actions or short term replacement costs are required. Routine and periodic maintenance is recommended. Some of the water heaters exhibit minor evidence of corrosion and damage and are beyond estimated useful life. The affected water

heaters are recommended for replacement. The costs to replace the existing water heaters are included in the replacement reserve report.

7.3 BUILDING GAS DISTRIBUTION The gas meters and regulators are located along the exterior walls of the buildings. The gas distribution piping within the building is malleable steel (black iron).

Actions/Comments: The pressure and quantity of gas appear to be adequate. The gas meters and regulators appear to be functioning adequately and will require routine maintenance. Only limited observation of the gas distribution piping can be made due to hidden conditions.

7.4 BUILDING ELECTRICAL

BUILDING ELECTRICAL SYSTEMS

Electrical lines run Underground Transformer Pad-mounted

Service size (Amps) 3,000 Amps Volts 277/480 Volt, three-phase

Meter and panel location Switchgear room Branch wiring Copper

Conduit Metallic Circuit Breaker Panel

Located throughout the building

Number of Buildings Single Building Intercom System Yes

Distribution Condition Good

Panel and Transformer Condition Good

Lighting Condition Good

BUILDING EMERGENCY ELECTRICAL SYSTEM

Size (kVA or kW) n/a Fuel None

Generator Serves n/a Tank location n/a

Testing frequency n/a Tank type None





BUILDING EMERGENCY ELECTRICAL SYSTEM

Generator Condition --

Actions/Comments: The on-site electrical systems up to the meters are owned and maintained by the respective utility company. The electrical service and capacity appear to be adequate for the property’s demands. The panels, switchboards, and step-down transformers are mostly original 1992 components. The electrical service is reportedly

adequate for the facility’s needs.

7.5 BUILDING ELEVATORS AND CONVEYING SYSTEMS

ELEVATOR-1

Building Name Spring Hill HS

Elevator Category Passenger

Elevator Type Hydraulic

Elevator Capacity 2100

Elevator Manufacturer Dover

Elevator Safety Stop electronic

Elevator Cab Floor vinyl-tiled

Elevator Cab Wall plastic-laminated

wood and stainless steel

Elevator Cabin Lighting F42T8

Machinery Condition Good

Controls Condition Good

Cab Finish Condition Good

Actions/Comments: The elevator machinery and controls were upgraded in 2014. The elevators are inspected on an annual basis by the municipality, and a certificate of inspection is displayed in the elevator cab.

The inspection certificate has expired. It is common for inspections to occur behind schedule. A new inspection should be scheduled as soon as possible.

The emergency communication equipment in the elevator cabs appears to be functional. Equipment testing is not within the scope of the work.





7.6 FIRE PROTECTION AND SECURITY SYSTEMS

ITEM DESCRIPTION

Type Wet

Fire Alarm System

None ☐ Battery Operated Smoke Detectors ☐ Strobe Light Alarms ☒

Central Alarm Panel ☒ Hard-wired Smoke Detectors ☒ Illuminated EXIT Signs ☒

Battery backup Light Fixtures ☒ Hard-wired Smoke

Detectors/ with battery Backup

☐ Annunciator Panels ☒

Alarm System Condition Good

Sprinkler System

None ☐ Standpipes ☒ Flow Switches ☒

Pull Station ☒ Fire Pumps ☐ Siamese Connections ☐

Alarm horns ☒ Backflow Preventer ☒ Hose Cabinets ☒ Suppression

Condition Good

Central Alarm Panel System

Location of Alarm Panel Age of Alarm panel

Office 23

Fire Extinguishers

Last Service Date Estimated Quantity

October 2015 30 Hydrant Location Around perimeter of building

Special Systems Kitchen Suppression System ☒ Computer Rm. Suppression System ☐

Actions/Comments: No significant repair actions or short term replacement costs are required. Routine and periodic maintenance is recommended. It was noted during the site visit that several exit signs were not illuminated or having battery backup capability. It is recommended

those exit signs be upgraded (approximately 5). The price is included in the replacement reserves report.





8 O T H E R S T R UC T U R E S

A greenhouse is located at the north side of the school property. The greenhouse is constructed of a metal frame with a clear heavy-duty plastic cover set on a concrete slab. The greenhouse is heated via individual gas fired unit heaters. An ancillary classroom building “G wing” is located in the north section of the school campus. The building is a metal structure with a metal roof, set on a concrete slab. Finishes within the classrooms are similar to those in the main building, with vinyl floor tile, acoustic hung ceilings and painted block or drywall walls. All classrooms are equipped with doors that lead directly to the exterior. The building is heated and cooled via eight (8) wall hung Bard type units of approximately 3 ton capacity each. A metal storage shed is located adjacent to the greenhouse in the north side of the school campus. The second floor of the storage shed contains a beehive and associated equipment for the propagation and harvesting of honey. The metal structure is set on a concrete slab. Maintenance and storage buildings are located adjacent to the mechanical room and loading dock on the east side of the school. The maintenance and storage buildings are pre-manufactured wood structure set on a concrete slab.

Actions/Comments: No significant repair actions or short term replacement costs are required. Replacement of interior finishes in classroom Wing G is

included in Section 6.8. In addition to the lifecycle replacements recommended above, routine and periodic maintenance is recommended.





9 R E C O MM E N DED O PE R A TI O NS A N D MAI N TE N A N CE PL A N

The quality of the maintenance and the operation of the facility’s energy systems has a direct effect on its overall energy efficiency. The following is a list of activities that should be performed as part of the routine maintenance program for the property. These actions will ensure that the energy conservation measures identified in this report will remain effective. The following general recommendations should be continued or implemented.

Building Envelope 1. Ensure that the building envelope has proper caulking and weather stripping.

2. Patch holes in the building envelope with foam insulation and fire rated caulk around combustion vents

3. Inspect building vents semiannually for bird infestation

4. Inspect windows monthly for damaged panes and failed thermal seals

5. Repair and adjust automatic door closing mechanisms as needed.

Heating and Cooling 1. Pilots lights on furnaces and boilers be turned off in summer

2. All preventive maintenance should be performed on all furnaces and boilers, which would include cleaning of burners and heat exchanger tubes.

3. Ensure that the combustion vents exhaust outside the conditioned space and the vent dampers are functional.

4. Ensure control valves/steam valves and traps are functional before start of each heating season.

5. Ensure the duct work in unconditioned space is un-compromised and well insulated

6. Duct cleaning is recommended every 10 years. This should include sealing of ducts using products similar to ‘aero-seal’.

7. Ensure that the air dampers are operating correctly

8. Return vents should remain un-obstructed and be located centrally.

9. Temperature settings reduced in unoccupied areas and set points seasonally adjusted.

10. Evaporator coils and condenser coils should be regularly cleaned to improve heat transfer

11. Refrigerant pipes should be insulated with a minimum of ¾” thick Elastomeric Rubber Pipe Insulation

12. Ensure refrigerant pressure is maintained in the condensers

13. Change air filters on return vents seasonally. Use only filters with ‘Minimum Efficiency Rating Value’(MERV) of 8

Central Domestic Hot Water 1. Never place gas fired water heaters adjacent to return vents so as to prevent flame roll outs.

2. Ensure the circulation system is on timer to reduce the losses through re-circulation.

3. Ensure all hot water pipes are insulated with fiberglass insulation at all times

4. Replacement water heaters should have Energy Factor (EF)>0.9

5. Tank-type water heaters flushed monthly.

Lighting 1. Utilize bi-level lighting controls in stairwells and hallways.





2. Use energy efficient replacement lamps (lower wattage 28W T-8 and CFLs)

3. Clean lighting fixture reflective surfaces and translucent covers.

4. Ensure that timers and/or photocells are operating correctly on exterior lighting

5. Use occupancy sensors for offices and other rooms with infrequent occupancy

Existing Equipment and Replacements 1. Ensure that refrigerator and freezer doors close and seal correctly

2. Ensure kitchen and bathroom exhaust outside the building and the internal damper operates properly

3. Ensure that bathroom vents exhaust out

4. Office/ computer equipment either in the “sleep” or “off” mode when not used

9.1 ESSENTIAL COMPONENTS OF AN O&M PLAN The following preventive maintenance procedures are a guideline for an effective Operations and Maintenance Plan. Reference should be made to the specific equipment manufacturer guidelines as well as any organizational policies and criteria regarding equipment and building component routine and planned maintenance activities.

For an O&M plan to be successful, a detailed inventory of all equipment and components along with photographic records, records of the installation date, most recent service date and model and serial number must be carried out. This inventory should be recorded electronically as part of a building, facility and portfolio Computerized maintenance Management System, School Dude, that includes methods for generating, tracking, managing and approving individual work orders for specific equipment and components that can be tied dynamically to the individual assets must be implemented.

Only appropriately trained, qualified and experienced maintenance personnel should perform preventive maintenance tasks, supplemented or augmented by appropriately trained and licensed trade subcontractors as necessary. All facility specific safety requirements are to be followed when carrying out preventive maintenance along with all OSHA mandated workplace safety practices. Any and all equipment that is electrically operated must be fully de-energized and locked/tagged out of service prior to the commencement of any preventive maintenance activity.

9.2 PREVENTIVE MAINTENANCE PROCEDURES AND TABLES The following tables provide recommended maintenance schedules and individual maintenance tasks for the various equipment and system components. These procedures should be read in conjunction with the specific manufacturer-recommended preventive maintenance procedures for each individual components and pieces of equipment. The frequencies of preventative maintenance procedures are shown below. All other frequencies shown are given in time intervals, for example – 36-months. A = Annual Preventative Maintenance Procedures M = Monthly Preventative Maintenance Procedures Q = Quarterly Preventative Maintenance Procedures W= Weekly Preventative Maintenance Procedures SA = Semi-Annual Preventative Maintenance Procedures





Equipment Description PM Procedure FrequencyWater Boilers Visually inspect boiler shell, piping, valves and fittings for leaks W

Review daily log for marked changes in recorded water levels, temperatures and pressures WFlush low water cutoff in accordance with manufacturer-specific instructions WCheck boiler set points WCheck the operation of the vessel blow-down valve and follow manufacturer-specific vessel blow-down procedures MCeck the operation of the gauge glass isolation valves and follow manufacturer-specific gauge glass blow-down procedures MLubricate blower motors MPerform combuation efficiency tests and adjust dampers and burners for proper fuel/air ratio MTest operation of all safety controls and valves MSequence test all operating and safety controls MDuring boiler operation, lower pressure setting and verify operation of magnetic contactors QFor electric boilers, tighten all main supply lugs, inspect all relays and contactors for pitting and corrosion QRemove low-water cutoff probe, thoroughly clean and re-install QDrain, fush and fully clean boiler in conjunction with annual inspection ACheck and clean pilot, ignitors and burners AClean blower blades AInspect and clean flues, dampers and water tubes AAccess fireside of boiler and thoroughly clean all internal surfaces AInspect and replace as necessary all gaskets ALubricate all burners, damper actuator linkages and pivot points AInspect all fuel solenoid valves and fuel cam spring for proper operation ATest and verify correct operation and calibration of all gauges ACheck and test operation of burner control panel AInspect flame detector lens and clean if necessary ATest and record voltage readings on either side of ignition transformer (electric ignition systems) AInspect boiler safety releif valve for proper operation ATune boiler for optimum performance/operation on primary fuel A

Equipment Description PM Procedure FrequencyPackaged Roof Top Units Check unit for excessive noise or vibration Q

Check intake side of condenser coils, fans and intake screens QCheck belts for condition, proper tension and mis-alignment and adjust as necessary QLubricate shaft bearings and motor bearings QInspect piping and valves for leaks and tighten connections as necessary QReplace air filters QCheck refrigerant pressure and add as necessary QCycle the reverse cycle valve to ensure proper operation QClean area around equipment and report deficiencies to maintenance contractor QClean electrical wiring and connections, tighten all connections QClean coils, evaporator drain pan, blowers, fans, motors and drain piping QPerform operational check of unit and make adjustments on controls as necessary QWhile unit is in pperation, check refrigerant level and add as necessary QCheck compressor oil level and add as necessary QInspect fan(s) for bent blades, check balance of fan blades, adjust and clean as necessary A





Equipment Description PM Procedure FrequencyWater Source Cabinet Heaters Check unit electrical connections and tighten as necessary A

Check operation of blower motor if equipped ACheck around unit, remove cover and thoroughly clean AVisually inspect condition of heating water supply and return piping for leaks A

Equipment Description PM Procedure FrequencyAir-Cooled Rotary Chillers Start chilled water pump and with chilled water circulating, inspect all piping for leakage W

With chilled water circulating, adjust chilled water flow as necessary and check the pressure drop through the evaporator and adjust as necessary WAdjust flow switch on evaporator piping for propoer operation WAfter approximately 30 minutes of operation and when unit has stabilized, check evaporator and condenser refrigerant pressures WCheck the liquid line sight glasses - refrigerant liquid flowing past sight glasses should be clear and free of bubbles and recharge refrigerant as necessary WInspect entire system for unusual operation conditions and inspect condenser coild for dirt and debris WMeasure and record system superheat according to manufacturer's recommendations MMeasure and record system subcooling according to manufacturer's recommendations MCheck oil level and refrigerant charge ATest and analyze compressor oil for system moisture content and acid level ATest entire system for operation, test and verify operation of all system safety controls and leak test chiller system ACheck all electrical wiring and tighten electrical connections as necessary AClean out in-line strainers AInspect all system components and all piping for leaks AClean condenser coils according to manufacturer's specific instructions AClean condenser fans; check fan assemblies for proper clearance in the fan openings, and for motor shaft mis-alignment, abnormal end play and vibration AVerify settings of all system controls and system diagnostic controls AVisually inspect all accessible gaskets for signs of wear and leakage AReview system diagnostic codes according to manufacturer's instuctions A

Equipment Description PM Procedure FrequencyCirculating Pumps Check operation of system pumps under load for unusual noise, vibration and excessive heat M

Lubricate pump motor bearings AInspect couplings and check for leaks AVisually inspect pump and motor mounting, pump head and all mechanical seals for leaks AInspect and clean all pump strainers ACheck motor electrical connections and tighten as necessary ACheck drive alignment, wear, bearing and coupling seating and operation A

Equipment Description PM Procedure FrequencyPackaged Air Conditioning Unit Thoroughly inspect and clean interior and exterior of unit M

Remove drain pan (if removable) and clean, including removing scale MCheck operation of unit for any unusual noise or vibration MInspect unit, piping, valves and gauges for leakage MClean coils according to manufacturer's specific instructions MInspect pre-filters and replace if necessary MCheck all electrical connections and tighten if necessary MCheck refrigerant levels and add refrigerant if necessary ALubricate motor and fan bearings and check alignment of motor and fan A





Equipment Description PM Procedure FrequencyAir Handling Units Thoroughly inspect and clean interior and exterior of unit M

Check operation of unit for unusual noise and vibration MDrain and clean condensate drain pan MCheck fan motor connections for corrosion MCheck tension and adjustment of drive belt MVisually inspect condition of anti-vibration mounts and inlet vane guide controller MRemove and clean permanent filters and inspect condition of replaceable filters MInspect and clean coils and coil fins MVisually inspect and clean any heater sections, humidifier sections, heat wheels and heat exchangers MReplace filters ALubricate drive shaft, motor and blower bearings AInspect coils and straightenm fin combs as necessary AClean fan blades and unit interior ACheck motor belt and pully for tension and for wear, replace belts if necessary ARemove, clean, adjust and re-install evaporative pads ACheck for obstructions and blockages of all air intakes and discharges ACheck traps for leaks and blockages and prime as necessary ACheck fan bearings for undue rattling, noise or vibration and replace as necessary ACheck operation of unit including verification of all controls A

Equipment Description PM Procedure FrequencyAir-cooled Condensing Units Thoroughly inspect and clean interior and exterior of unit M

Check operation of unit for unusual noise and vibration and check for short cycling MCheck inlet and outlet air temperature MInspect all wiring for deterioration and tighten all electrical connections AInspect condenser fans, bearings, housings, protective shields, motors, drives and belts ALubricate fan and motor bearings AInspect fan and motor starters and motor/starter relay control AVerify operation of starter and inspect contact surfaces for pitting and signs of wear AInspect mounting bolts and tighten if necessary AInspect and clean condenser coils AFor units with variable outlet sections, check and oil linkage and inspect baffles AThoroughly clean condenser coils and fan blades, and straighten bent fins or fan blades ACheck for refrigerant and oil leaks A

Equipment Description PM Procedure FrequencyVAV Terminal Units Thoroughly inspect and clean interior and exterior of unit SA

Check operation of unit for unusual noise and vibration SALubricate any non-sealed bearings SAInspect all pneumatic/electrical connections and tighten if necessary SAObserve and inspect all VAV control boxes SAInspect all fan wiring for deterioration SAInspect motor shaft connection and ensure tightness SAClean damper blades and fan blades SAInspect controls and cycle actuators to ensure proper operation SAVerify that all dampers open and close fully SAInspect all linkages and ensure proper positioning SA





Equipment Description PM Procedure FrequencyFans (Exhaust, Supply, Return) Inspect fan unit assembly for unusual noise and vibration Q

Inspect belts for proper tension and wear QInspect fan and motor assembly for proper alignment QClean interior of fan assembly, motor housing and belt drive housing QCheck fan intake grills for dirt/debris QFor fans greater than 2HP rating, check load amps AInspect fan and motor pulleys for proper alignment AInspect fan blades and moving parts for excessive wear AInspect all fan wiring for deterioration AEnsure tightness of all electrical connections AInspect motor/starter control center AEnsure that overload settings are consistent with recommended manufacturer guidelines AVerify correct operation of starter AInspect electrical contact surfaces AVerify tightness of fan balance weights A

Equipment Description PM Procedure FrequencyFurnaces Inspect Filter M

Change Filter QClean blower wheel, check for debris and clean as necessary AInspect exhaust and Intake pipes AInspect condensate trap. Remove drain plug, drain and inspect. Prime condensate trap before re-lighting. AInspect and clean heat exchanger and burners AInspect wiring and connections ACheck Manifold pressure, Gas flow, and Combustion analysis ACheck Condensate pH AClean condensate pump chamber A

Equipment Description PM Procedure FrequencyDomestic Hot Water heaters Check water heater and controls for operation A

Inspect storage tank, piping and valves for leaks ADrain and flush storage tank AInspect and clean burners, check auto pilot operation, inspect flue (natural gas units) AConduct amprage and voltage test (electrical units) AInspect temperature and pressure relief valve for proper operation AWith compressed air, blow out the overflow and drain lines AMeasure the end point outflow temperature and adjust if necessary (maximum 120o F) A

Equipment Description PM Procedure FrequencyPlumbing System Inspect plumbing fixtures for cracks SA

Check operation of all water valves and faucets SAInspect domestic water supply and waste piping for leaks SACheck operation of flush valves and flush sensors and inspect valve seats for leaks SAInspect drains and drain lines for leaks and blockages SAVisually inspect base of all commodes for leaks at flange wax ring AVisually inspect all plumbing lines and valves at HVAC equipment for leaks and corrosion A





Equipment Description PM Procedure FrequencyElectrical Distribution Systems Switchgear

Thoroughly clean exterior and interior of the switchgear housing 36 MonthsClean all vents, grills and louvers 36 MonthsThoroughly inspect top of switchgear case and immediate vicinity of switchgear for signs of moisture intrusion and/or water seepage 36 MonthsVisually inspect insulators and conductor supports for signs of wear, physical damage or overheating 36 MonthsExamine and tighten as necessary all connections; inspect conductors for signs of wear, cracking, overheating or damage 36 MonthsVerify operation of all cicruit breakers, arc interrupters, disconnects and auxiliary devices 36 MonthsBattery Stations and ChargersThoroughly clean battery surfaces, remove any corrosion on terminals and battery lugs, inspect and clean battery studs, inspect braided cable for corrosion, check electrolytre levels and specific gravity AVisually inspect chargers and thoroughly clean, verify operation of all relays, inspect and clean all vents and openings ACheck and test operation of charger units ACables, Bus Ducts and RacewaysVisually inspect for surface damage, excessive tension, soft spots, damaged insulation, corrosion and evidence of overheating 36 MonthsRemove bus duct joint covers and perform a thermographic survey of the bus duct under load to determine potential overheating 36 MonthsTransformersThoroughly clean all coils, insulators and connections and tighten all connections AIf cooling fans are installed, ensure proper operation and lubricate according to manufacturer's specific instriuctions AFor liquid-filled transformers, sample and test insulating liquid for dielectric breakdown, acidity, color, power factor and interfacial tension AFor liquid-filled transformers, examine the transformer tank and bushings for leakage AUPS SystemClean interior and exterior of cabinets and enclosures; clean all vent and air circulation openings; clean cooling fan blades (if installed) and motor housings; lubricate motor bearings and ensure fan blades are properly secured to drive shafts ACheck inverters for fluid leaks from wave-forming capacitors; check capacitors for signs of bulging or discoloration AAll systemsInfrared or thermographic survey under load 36 MonthsLighting and receptaclesCheck for normal operation of all lighting fixtures and verify operation of all switches and receptacles M

Equipment Description PM Procedure FrequencyEmergency Generators Check turbine oil lvel and add oil as required M

Check transmission oil level and add as necessary MCheck operation of crankcase heater MCheck wiring, connections and switches and tighten connections as necessary MCheck for proper operation of generator and associated ATS MCheck fuel nozzles, fuel regulator and ignition device (diesel generators) MCheck and record transmission oil pressure and temperature MCheck battery terminals for signs of corrosion, check battery electrolyte and add as required MClean area around generator MThoroughly clean enclosure and interior of generator AChange turbine oil, air filter and transmission oil ACheck 25% of terminal to cell connection resistance; rehabilitate connections as required and add anti-corrosion grease to battery terminals and connections AMeasure and record individual cell and string float voltages under load A





Emergency Generators are not located at this school site.

Equipment Description PM Procedure FrequencyElevators Check cables for deterioration SA

During full range of operating motion, check for unusual noise or car movement SAInspect brake shoes for deterioration SACheck all panel buttons in car and at each floor for proper function SACheck operation of elevator car doors, including auto door opening devices and other safety features SATest emergency communication system SA

Equipment Description PM Procedure Frequency

Fire PumpOperate pump at rated spped with water discharging to exercise pump and check pump operation MVisually inspect pump seals, suction piping, strainers, pump drive and control equipment MCheck water level in casing of centrifugal pumps to ensure sufficient water for coooling and lubrication MTest fire pump system under full rated load to ensure system operation ACheck reservoirs and remove foreign material (where fitted) ARepack pumps without mechanical seals ACheck motor amperage and voltage under full load against manufacturer's specific design load ratings ACheck operation of all gauges and instrumentation and re-calibrate as necessary A

Equipment Description PM Procedure FrequencyBuilding exteriors Check for graffitti and remove M

Inspect walls for cracks, painting requirements and condition of mortar joints in masonry SACheck illuminated signage and directional signage for proper operation SAVisually inspect entrances, steps, handrails, porches and patios A

Equipment Description PM Procedure FrequencyRoof Remove any trash or debris from roof and remove any debris from roof drain covers M

Inspect and clean all gutters and downspouts SAVisually inspect entire roof surface for blisters, cracks, wrinkles, delamination of membrane, punctures, loose or damaged flashing, leaking pitch pans, ridge and saddle condition (pitched roofs) AVisually inspect all roof access ladders and roof access hatches for integrity, correct fastening and for full range of motion A

Equipment Description PM Procedure Frequency

Doors and hardwareCheck all doors for normal operation and for full range of motion, note any biding at door head or jamb SACheck all door latching hardware, dead bolts, magnetic catches, numeric key pads, electronic locking and latching mechanisms and all safety devices (for example panic bars) for normal operation SACheck, adjust and lubricate door closers SAInspect doors and frames for general condition and alignment including all door glazing, kick plates, push plates and weather stripping (exterior doors) SA





Equipment Description PM Procedure FrequencyWindows and Hardware Check general condition of glazing and replace broken or cracked panes SA

Visually inspect condition of window seals and exterior caulking and sealants SACheck operation of all window loacks SAOpen and close all windows to verify operation and to check for binding and adjust as necessary SACheck condition of window screens (where fitted) and replace or repair damaged screens SA





1 0 A PP E N DI CE S

APPENDIX A: PHOTOGRAPHIC RECORD

APPENDIX B: SITE AND FLOOR PLANS

APPENDIX C: SUPPORTING DOCUMENTATION

APPENDIX D: EMG ACCESSIBILITY CHECKLIST

APPENDIX E: PRE-SURVEY QUESTIONNAIRE

Appendix F: ACRONYMS

APPENDIX G: GLOSSARY OF TERMS

APPENDIX H: ASSET EQUIPMENT LIST





APPENDIX A:

PHO TOG RAP HI C RE CORD


SPRING HILL HIGH SCHOOL ONE RAIDER LANE COLUMBIA, TENNESSEE 38401 EMG PROJECT NO: 116732.15R-017.017


PHOTO #1:

MAIN ENTRY PHOTO #2:

RIGHT SIDE OF SCHOOL (NORTH)

PHOTO

#3: REAR (WEST SIDE) OF SCHOOL PHOTO

#4: REAR OF SCHOOL (GYMNASIUM ENTRANCE- AT WEST SIDE)

PHOTO

#5: LEFT (SOUTH SIDE) OF SCHOOL PHOTO

#6: MAIN PARKING LOT AT SOUTH SIDE OF CAMPUS



PHOTO

#7: PARKING AND DRIVE AISLE AT NORTH SIDE OF CAMPUS

PHOTO #8:

BASEBALL DIAMOND AT NORTHWEST SIDE OF CAMPUS

PHOTO

#9: FOOTBALL FIELD PHOTO

#10: SERVICE ROAD

PHOTO #11:

OUTFALL PHOTO #12:

SWALE



PHOTO #13:

CONCRETE SIDEWALK PHOTO #14:

GREENHOUSE

PHOTO #15:

METAL ROOF PHOTO #16:

ROOF DRAINAGE

PHOTO #17:

STORM DRAINAGE PHOTO #18:

EXTERIOR PATIO



PHOTO #19:

BUILDING ENTRY HALL PHOTO #20:

CAFETERIA

PHOTO #21:

CORRIDOR PHOTO #22:

INTERIOR STAIRS

PHOTO #23:

ACCESSIBLE RESTROOM PHOTO #24:

TYPICAL CLASSROOM



PHOTO #25:

LIBRARY PHOTO #26:

AUDITORIUM

PHOTO #27:

BLEACHERS AT MAIN GYMNASIUM PHOTO #28:

MAPLE FLOOR AT MAIN GYMNASIUM

PHOTO #29:

AUXILIARY GYM PHOTO #30:

LOCKER ROOM



PHOTO #31:

LOCKER ROOM PHOTO #32:

BOYS SHOWER

PHOTO #33:

GIRLS SHOWER PHOTO #34:

GIRLS LOCKER ROOM

PHOTO #35:

HEATING BOILERS PHOTO #36:

VARIABLE FREQUENCY DRIVE FOR AIR HANDLER



PHOTO #37:

GAS TRAIN FOR HOT WATER BOILER PHOTO #38:

DISTRIBUTION PUMPS

PHOTO #39:

OLD AND NEW AIR COOLED CHILLERS

PHOTO #40:

AIR HANDLING UNIT

PHOTO #41:

GAS FIRED UNIT HEATER IN SHOP AREA

PHOTO #42:

NEW TRANE TEMPERATURE SENSOR



PHOTO #43:

OUTSIDE AIR LOUVERS PHOTO #44:

CEILING HUNG FAN COIL UNIT

PHOTO #45:

INOPERATIVE FAN COIL UNIT IN OFFICE KITCHEN

PHOTO #46:

INOPERATIVE CABINET UNIT HEATER IN STAIRWELL

PHOTO #47:

CLASSROOM UNIT VENTILATOR PHOTO #48:

AIR HANDLER FILTER



PHOTO #49:

EXTERIOR MOUNTED HEAT PUMP (1 OF 8)

PHOTO #50:

HEAT PUMP FOR BEE SHED

PHOTO #51:

CONDENSING UNIT FOR SHOP AREA PHOTO #52:

CONDENSING UNITS FOR OFFICE AREA

PHOTO #53:

DOMESTIC HOT WATER HEATERS PHOTO #54:

RESTROOM FIXTURES



PHOTO #55:

MAIN SWITCHBOARD PHOTO #56:

STEPDOWN TRANSFORMERS

PHOTO #57:

UTILITY TRANSFORMER PHOTO #58:

ELEVATOR

PHOTO #59:

NONCOMPLIANT EXIT SIGN PHOTO #60:

PULL STATION AND EXTINGUISHER




APPENDIX B:

S ITE PLAN





APPENDIX C:

SUPPORTING DOC UMENTATION


2403 Park Plus Drive Columbia, TN 38401

Phone: (931) 223-5573 Fax: (615) 523-2182

Email: [email protected]

www.villageroofing.us

November 5, 2015

Dave Hall

Maintenance Engineering

Maury County Board of Education

501 W 8th

Street

Columbia, TN 38401

RE: Spring Hill High School

Today I had the opportunity to visit Spring Hill High School with you and review several leak conditions. I accessed the

roof in 3 specific locations. They were; A) The roof area above the office. B) The Auditorium roof with 3 smoke vents.

C) The back corner of the gym roof above the Boys Restroom. The following is our findings from my brief visit.

ROOF ABOVE THE OFFICE

Based on the location of the leaks, evidence of numerous previous repair attempts the following is our preliminary

observations:

- I would suggest moving this downspout approximately

20’ to the left and draining directly to the ground in-lieu-

of dropping the water onto the low roof.

- The counterflashing needs to be removed, new Zee

closure metal installed at the head (top) of the panel and

install new counterflashing.

- The condition of the brick indicates that water from the

upper roof is not being properly controlled.

- It’s not out of the question that this brick pier may have

to be cladded in matching prefinished metal to prevent

moisture absorption if the other methods are not fully

corrective.

- If you do not want to relocate this downspout, it can be

extended across the low roof and into the lower gutter.


http://www.villageroofing.us/


Phone: (931) 223-5573 Fax: (615) 523-2182



Page #2

- Water appears to running off the wide coping above,

running down the brick face and causing advanced

weathering. The water from the coping needs to be

diverted into the gutter.

- There is also evidence that the gutter is not wide enough

to catch the water run-off from the standing seam roof in

a heavy rain. A splash diverter may need to be installed

at this location.

- The through wall step flashing is very likely not the

problem on this side of the brick pier right side

condition.

- A new counterflashing needs to be installed under the

through wall step flashing and over the first panel rib.

This needs to be run all the way to the ridge detail.

- The gutter is approximately 1” to narrow to

accommodate heavy rain fall. This problem should be

greatly reduced by moving the downspout from the high

roof to drain directly to the low roof



[email protected]

Line

[email protected]

Line


Phone: (931) 223-5573 Fax: (615) 523-2182



Page #3

AUDITORIUM ROOF SMOKE VENTS

The report we have received is that have been present around the smoke vents for many years.

- The excess roofing asphalt is to be removed to allow

proper flashing

- Zee flashing need to be installed where the standing

seam roof panels meet the low side of the smoke vents.

- New counterflashing will then be installed over the zee

flashing and onto the smoke vent curb per the original

manufacturer’s design.

- New side wall flashing and counterflashing needs to be

installed up both side of the smoke vent curbs.

- Detail drawings can be provided.

- The roofing panel batten caps need to be carefully

removed and saved for re-installation.

- Exposed fasteners and clips need to be removed where

the panels lap onto the top side curb flashing.

- Install new curb flashing extending up the side of the

curb, around the side flashing and up under the existing

roofing panels.

- Seal the existing roof panels onto the new metal flashing

with a 1 part urethane sealant. Add stainless steel pop

rivets to secure the panels to the flashing.

- Install new batten end caps, set in sealant and securing

with stainless steel pop rivets.

- Re-install the batten caps accordingly.

- This is what a batten end cap looks like. If this is not

properly sized, sealed and secured, they can easily leak.

Especially at the high side of a curb flashing.

- At a gutter condition, this is not nearly as likely to

become a problem.



[email protected]

Line


Phone: (931) 223-5573 Fax: (615) 523-2182



Page #4

ROOF JUNCTION ABOVE BOYS RESTROOM BY THE CORNER OF THE GYM

In this area there a 4 roof areas, all with different sloped and pitches meeting as well as metal wall panels. The

opportunity for leaks is high.

- Left side of multi roof area.

- Right side of multi roof area

- This is where I think the part of the source is coming

from. Water is running directly off the roof, jumping the

gutter in hard rains and getting inside the wall panel.

Page #5




Phone: (931) 223-5573 Fax: (615) 523-2182



- This transition needs to be taken apart, examined for

proper flashing and reinstalled. It may be water tight

like it is, but it needs to be verified.

- These downspouts drain against the standing seam roof

ribs rather than draining with the slope of the roof.

- Several of these need to be re-routed.

The above referenced work is anticipated to take approximately 4 days for a sheet metal roofing crew. We are very

optimistic we will make noticeable impact in the present leak situation. It is likely that there are other flashing problems

not yet revealed or discovered. I have looked at less than 10% of the total roof area, which will be more closely

examined when the work proceeds. The flashing problems noted in this document is of course the most obvious.

Our proposal is to perform the above referenced work on a T&M basis not to exceed $7,000.00. For the work listed

above this $7,000 is more than adequate. Our charges are Materials Cost Plus 10% and our labor rate is $55/hour.

Sincerely,

Village Roofing Co., Inc.

Dan Garman

President






APPENDIX D:

EMG ACCESSIB IL ITY CHECKLIST


YO U R PA R T N E R I N RE A L ES T A T E LI F E C Y C L E PL A N N I N G & MA N A G E M E N T 800.733.0660 • www.emgcorp.com

Project Name: Spring Hill High School Project Location: Columbia, Tennessee Date of onsite: November 17, 2015 Project No.: 116732.15R000-017.017

EMG Abbreviated Accessibility Checklist

Building History Yes No N/A Comments

1. Has the management previously completed an ADA review?

2. Have any ADA improvements been made to the property?

3. Does a Barrier Removal Plan exist for the property?

4.

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

5. Has building ownership or management received any ADA related complaints that have not been resolved?

6. Is any litigation pending related to ADA issues?

Parking Yes No N/A Comments

1. Are there sufficient parking spaces with respect to the total number of reported spaces?

2. Are there sufficient van-accessible parking spaces available (96” wide/ 96” aisle for van)?

3.

Are accessible spaces marked with the International Symbol of Accessibility? Are there signs reading “Van Accessible” at van spaces?

4.

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

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

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



Ramps Yes No N/A Comments

1. If there is a ramp from parking to an accessible building entrance, does it meet slope requirements? (1:12)

2. Are ramps longer than 6 ft complete with railings on both sides?

3. Is the width between railings at least 36 inches?

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

Entrances/Exits Yes No N/A Comments

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

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

3. Can the alternate accessible entrance be used independently?

4.

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

5. Are main entry doors other than revolving door available?

6.

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

Paths of Travel Yes No N/A Comments

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

2.

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

3. Are floor surfaces firm, stable, and slip resistant (carpets wheelchair friendly)?

4. Is at least one wheelchair-accessible public telephone available?

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

6. Is there a path of travel that does not require the use of stairs?

7. If audible fire alarms are present, are visual alarms (strobe light alarms) also installed in all common areas?



Elevators Yes No N/A Comments

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

2. Are there visual and audible signals inside cars indicating floor change?

3. Are there standard raised and Braille marking on both jambs of each host way entrance?

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

5. Do elevator lobbies have visual and audible indicators of car arrival?

6. Does the elevator interior provide sufficient wheelchair turning area (51” x 68”)?

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

8.

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

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

Restrooms Yes No N/A Comments

1. Are common area public restrooms located on an accessible route?

2. Are pull handles push/pull or lever type? LEVER

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

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

5. Are public restrooms large enough to accommodate a wheelchair turnaround (60” turning diameter)?

6. In unisex toilet rooms, are there safety alarms with pull cords?

7. Are stall doors wheelchair accessible (at least 32” wide)?

8. Are grab bars provided in toilet stalls?

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

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



Restrooms (cont.) Yes No N/A Comments

11. Are exposed pipes under sink sufficiently insulated against contact?

12. Are soap dispensers, towel, etc. reachable (48” from floor for frontal approach, 54” for side approach)?

13. Is the base of the mirror no more than 40” from the floor?




APPENDIX E:

PRE-SURVEY QU ESTIONNAIRE





On the day of the site visit, provide EMG's Field Observer access to all of the available documents listed below. Provide copies if possible.

INFORMATION REQUIRED 1. All available construction documents (blueprints) for the original construction of the building or for any tenant improvement work or other recent construction work. 2. A site plan, preferably 8 1/2" X 11", which depicts the arrangement of buildings, roads, parking stalls, and other site features. 3. For commercial properties, provide a tenant list which identifies the names of each tenant, vacant tenant units, the floor area of each tenant space, and the gross and net leasable area of the building(s). 4. For apartment properties, provide a summary of the apartment unit types and apartment unit type quantities, including the floor area of each apartment unit as measured in square feet. 5. For hotel or nursing home properties, provide a summary of the room types and room type quantities. 6. Copies of Certificates of Occupancy, building permits, fire or health department inspection reports, elevator inspection certificates, roof or HVAC warranties, or any other similar, relevant documents. 7. The names of the local utility companies which serve the property, including the water, sewer, electric, gas, and phone companies.

8. The company name, phone number, and contact person of all outside vendors who serve the property, such as mechanical contractors, roof contractors, fire sprinkler or fire extinguisher testing contractors, and elevator contractors. 9. A summary of recent (over the last 5 years) capital improvement work which describes the scope of the work and the estimated cost of the improvements. Executed contracts or proposals for improvements. Historical costs for repairs, improvements, and replacements. 10. Records of system & material ages (roof, MEP, paving, finishes, furnishings). 11. Any brochures or marketing information. 12. Appraisal, either current or previously prepared. 13. Current occupancy percentage and typical turnover rate records (for commercial and apartment properties). 14. Previous reports pertaining to the physical condition of property. 15. ADA survey and status of improvements implemented. 16. Current / pending litigation related to property condition.





APPENDIX F:

ACRONYMS





Acronyms ADA - The Americans with Disabilities Act ASTM - American Society for Testing and Materials BOMA - Building Owners & Managers Association BUR - Built-up Roofing DWV – Drainage, Waste, Ventilation EIFS - Exterior Insulation and Finish System EMF – Electro Magnetic Fields EMS - Energy Management System EUL - Expected Useful Life FCA – Facility Condition Assessment FEMA - Federal Emergency Management Agency FFHA - Federal Fair Housing Act FIRMS - Flood Insurance Rate Maps FRT- Fire Retardant Treated FM - Factory Mutual HVAC - Heating, Ventilating and Air Conditioning IAQ - Indoor Air Quality MEP – Mechanical, Electrical & Plumbing NFPA - National Fire Protection Association PNA – Physical Needs Assessment PCR - Property Condition Report PML - Probable Maximum Loss RTU - Rooftop Unit RUL - Remaining Useful Life STC – Sound Transmission Class UBC – Uniform Building Code





APPENDIX G:

GLOSSARY OF TERMS





Glossary of Terms and Acronyms EUL − Expected Useful Life is the estimated lifespan of a typical piece of equipment based on industry accepted standards.

RUL − Remaining Useful Life is the EUL minus the effective age of the equipment and reflects the estimated number of operating years remaining for the item.

SIR − The savings-to-investment ratio is the ratio of the present value savings to the present value costs of an energy or water conservation measure. The numerator of the ratio is the present value of net savings in energy or water and non-fuel or non-water operation and maintenance costs attributable to the proposed energy or water conservation measure. The denominator of the ratio is the present value of the net increase in investment and replacement costs less salvage value attributable to the proposed energy or water conservation measure. It is recommended that energy-efficiency recommendations be based on a calculated SIR, with larger SIRs receiving a higher priority. A project typically is recommended only if the SIR is greater than or equal to 1.0, unless other factors outweigh the financial benefit. Life Cycle Cost − The sum of the present values of (a) Investment costs, less salvage values at the end of the study period; (b) Non-fuel operation and maintenance costs: (c) Replacement costs less salvage costs of replaced building systems; and (d) Energy and/or water costs.

Life Cycle Savings − The sum of the estimated annual cost savings over the EUL of the recommended ECM, expressed in present value dollars.





APPENDIX H:

ASSET EQU IPMENT L IST





Location Detail Description Manufacturer Model

mechanical equipment room

D2023 - Water Heater, Electric, Commercial, 30 to 80 GAL, Replace; Lifespan: 15 American Water Heaters STCE3-80-540-480V

mechanical equipment roomD2023 - Water Heater, Gas, Commercial, 60 to 120 GAL, Replace; Lifespan: 15 HESCo HT100400NEOASMEF

mechanical equipment roomD3021 - Boiler, Gas, 2,501 to 4,200 MBH, Replace; Lifespan: 25 Parker T3600

East side of buildingD3031 - Chiller, Reciprocal Air-Cooled, 151 to 200 Ton, Replace; Lifespan: 25 Trane RTAA2154

ClassroomsD3041 - Unit Ventilator, 751 to 1,250 CFM (approx. 3 Ton), Replace; Lifespan: 15 American Air Filter EGAAGF

StairwellsD3041 - Fan Coil Unit, 1 to 1.5 Ton, Replace; Lifespan: 15 McQuay TSF031DL

office kitchen area

D3051 - Packaged Terminal Air Conditioner (PTAC), 6,000 to 12,000 BTUH, Replace; Lifespan: 10 McQuay MQS09AC5BF

south side of buildingD3052 - Heat Pump, 3.5 to 5 Ton, Replace; Lifespan: 15 Goodman CPLE48

Computer roomD3052 - Heat Pump, 0.75 to 1 Ton, Replace; Lifespan: 15

BuildingD5092 - Exit Lighting Fixture, w/ Battery, Replace; Lifespan: 10

kitchenE1093 - Icemaker, 50 to 500 LB per day, Replace; Lifespan: 15 Hoshizaki

kitchenE1093 - Food Mixer, 10 GAL, Replace; Lifespan: 10 Hobart

kitchenE1093 - Food Warmer, Replace; Lifespan: 15 Traulsen

kitchenE1093 - Convection Oven, Replace; Lifespan: 10 Blodgett

kitchenE1093 - Dishwasher, Commercial, Replace; Lifespan: 10 Hobart


facility condition assessment - sharpschoolmauryk12.ss9.sharpschool.com/userfiles/servers... · 2....

Documents