03 - FCA BES Full

BAGGALEY ELEMENTARY

building summary FACILITY ASSESSMENT Original Construction: 1951

Addition: 1974

Renovation: 1998

Site Area: 23.3 acres | Building Area: 98,730 sf

FACILITY ASSESSMENT Cost Set: 2020

Rating: = 1 Satisfactory = 2 Needs Repair = 3 Needs Replacement Description:

Rating:

Dollar Assessment:

A

SITE CONDITION

2

$ 493,650

B

EXTERIOR WALLS AND FOUNDATION

2

$ 250,000

C

ROOFING

2

$ 2,570,500

D

EXTERIOR DOORS & WINDOWS

3

*$ 200,000

E

INTERIOR CONSTRUCTION-STAIRS-FINISHES

3

$ 1,727,000

F

LIFE SAFETY & FIRE PROTECTION

3

$ 370,237

G

ACCESSIBILITY

2

**$ 300,000

H

PLUMBING

3

$ 987,300

I

HVAC (HEATING, VENTILATION, AND AIR-CONDITIONING)

3

$ 2,673,000

J

ELECTRICAL, LIGHTING, EMERGENCY SYSTEM

3

$ 2,468,250

TOTAL

$ 12,039,937

* Assessment is an estimate, square-footage of window and door systems is required ** Assessment is an estimate, detailed accessibility work scope is required

Facility Condition Assessment 2019-2020

BAGGALEY ELEMENTARY

sitework SITE CONDITION Installed: 1951, 1974, 1998

Warranty: N/A

FEATURES & ELEMENTS Description: The site for this facility is irregular in shape and is located in a rural residential area. The elevation of the site ranges from 1,064’ to an elevation of 1,135’ at the high point.

The site for this facility consists of approximately 23.3 acres located in Unity Township Municipality.

The western half of the property is the site for the Senior High. The building site is fairly level. The southern and western portions of the site are wooded while the building site has a moderate sparse tree landscaping. Significant grading and site drainage deficiencies along the front drives were noted. Lack of curbing has caused excessive rutting thus causing improper paths to site drainage.

The building is served by two entrance drives off of Route 982 which enter from the north of the building. This arrangement allows for a separation of bus and vehicular traffic, however, morning arrival and afternoon dismissals require District personnel to facilitate traffic. Vehicular traffic congestion can be significant to a point that back up occurs to the main road, therefore, parking lot lanes must be used which can cause safety issues. Bus traffic must also travel through parking lot lanes causing issues with turning radiuses.

Facility Condition Assessment 2019-2020

Each roadway is marked for two-way traffic with the eastern roadway then shifting to one-way traffic upon entering the parking lot area. The site has two asphalt parking lots in fair-to-poor condition and they contain adequate parking for day-to-day operations. Two separate drives access site playgrounds and a building operations loading dock.

Emergency access drives are limited to only portions of the site. Event parking is limited.

The site and parking lot drainage system consists of sheet drainage to open grade areas and a few catch basins. No indications of the site or parking lot ponding have been observed. Asphalt paving is a mixture of heavy-duty and light-duty depths which are showing signs commonly experienced with its age, ie. potholes, rutting, edge cracks, fatigue cracks and alligatoring. However, the hardscape play area to the west has structurally failed. Damage is noted in not only the asphalt paving but also the subsurface.

This appears to be caused by bus traffic on a light-duty asphalt depth paving.

Concrete curbs are in fair condition but have sections of deterioration. Concrete paving sidewalks are generally properly sloped, are located to provide a logical flow of pedestrian traffic, are in fair condition for their age and only have small sections of deterioration or heaving. An exterior ramp is located at a secondary entrance and stair access to the kitchen entry both are in fair condition.

Facility Condition Assessment 2019-2020

Deficiencies: 1. Areas of concrete deterioration will continue to break down the integrity of the paving 2. Existing sealants within control joints and expansion joints are beyond their life and are crumbling to failure.

3. Areas of asphalt deterioration will continue to break down the integrity of the asphalt paving 4. Roadway deterioration that causing site drainage erosion 5. Lack of proper vehicular and bus traffic separation for the site Recommendations: 1. Remove and replace deteriorated concrete paving sections 2. Recaulk existing control joints, expansion joints, and dissimilar materials as required.

3. Structurally review asphalt paving and either plan for full-depth replacement or mill and overlay.

4. Redesign existing traffic flow to allow for a separate bus and vehicular traffic without interaction into parking lots Benefits: 1. Prolong performance and life paving systems 2. Deter any future cracking, shifting, spalling or movement in exterior paving 3. Provide sustainable and quality materials Cost: $493,650 or $5.00/sf (building) 1.

2.

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6.

7.

Heavy Duty Asphalt: $31.00 sy (remove/replace) Light Duty Asphalt: $29.00 sy (remove/replace) Asphalt Paving / New Wearing Course: $20.00 sy (minor crack repair) New Asphalt Paving: $26.00 sy (light duty) $28.00 sy (heavy duty) Concrete Curb: $26.00 lf (remove/replace) Concrete Sidewalk: $8.00 sf (remove/replace) Stabilize soil erosion: $2.50 sf (stripping and re-grading)

Facility Condition Assessment 2019-2020

BAGGALEY ELEMENTARY

building shell EXTERIOR WALLS AND FOUNDATION Installed: 1951, 1974, 1998

Warranty: N/A

FEATURES & ELEMENTS Description: The Original Building (20,000sqft) was constructed in 1951 and makes up what is the existing administration area and the 5th and 6th-grade wing. In 1974 a much larger addition was constructed and remains the general building footprint today (98,730 sqft).

The overall facility is equipped with concrete masonry unit foundation walls on concrete footings, which displayed no locations of significant differential settlement, cracking or leaking, and are considered in good condition. No significant issues related to foundation cracking or spalling were encountered. No grading or site drainage deficiencies were noted around the perimeter of the structure that are contributing or could contribute to the foundation/wall structural deterioration.

There are signs of leaking below the open grate boiler room access panel causing moisture/water intrusion into the basement section of the boiler room.

The original 1951 building has a brick veneer on load-bearing masonry wall systems, that display some locations of deterioration (appox. 780 lf).

Facility Condition Assessment 2019-2020

The 1974 building has a brick veneer on load-bearing masonry wall systems (approx.

2,130 lf) with a mezzanine level consisting of vertical metal wall panels on steel truss stud wall systems (approx. 635 lf). There are large canopies over entrances and are steel construction with exterior soffit and are in fair condition.

Either in renovations or during the 1974 addition, portions of the exterior window system were infilled with an EIFS (exterior-insulated-and-finish-system) which is in good-to-fair condition with only signs of a needed clean.

Facility Condition Assessment 2019-2020

The exterior masonry does not appear to have appropriately spaced or adequately caulked control joints, which are in fair-to-poor condition. Control joints are not provided at all lintel locations, doors and windows, building corners, and/or wall offsets. Exterior walls in the overall building appear to be adequately insulated but would not meet today’s energy and building codes. Brick veneer masonry walls are cavity walls but lack proper spacing or quantity of weeps to allow water moisture to exit the cavity. Lack of proper air space and moisture in the cavity wall has caused the premature rusting of exterior steel lintels, failure of joints and spalling of brick.

The original chimney is in good-to-fair condition. The exterior masonry has not been cleaned or sealed in recent years and has locations of efflorescence.

Window sills are of stone in the original building and are angled brick in the 1974 addition, with the majority in good condition.

Facility Condition Assessment 2019-2020

Deficiencies: 1. Areas of mortar and masonry veneer deterioration will continue to break down the integrity of the exterior enclosure.

2. Sub wall and foundation weatherproofing have failed.

3. Existing sealants within control joints and expansion joints are beyond their life and are crumbling to failure.

4. Exterior steel lintels are sagging and rusting.

5. Exterior metal panel wall sections are problematic, are in need of replacement and reconfigured, or minimally require resealing and repainting.

6. Sections of EIFS areas are damaged and have sections of painting failing.

7. Exterior wall R-Values do not meet current energy codes and standards.

8. Minimal daylighting or exterior viewing windows in 1974 addition.

Recommendations: 1. Provide tuckpointing in all areas of mortar deterioration as required through the overall building.

2. Replace damaged and deteriorated lintels.

3. Provide masonry cleaning, sealing, and weep holes as required.

4. Recaulk existing control joints, expansion joints, and dissimilar materials as required.

5. Prep and paint all existing EIFS paneling sections.

Benefits: 1. Prolong performance and life of exterior finishes 2. Deter any future cracking, shifting, spalling or movement in exterior fenestration 3. Provide sustainable and quality materials and finishes Cost: $250,000 or $2.50/sf (does not include metal wall panel work) 1.

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7.

Tuckpointing: $7.50 sf (wall surface) Masonry Cleaning/Sealing: $2.50 sf (wall surface) Exterior Caulking: $7.50 lf (remove/replace) Lintel Replacement: $250.00 lf (total removal/replacement) Remove and Replace Metal Wall Panels: $28.00 sf Scope of work can be further broken down into manageable pieces A possible candidate for a renovation project

Facility Condition Assessment 2019-2020

BAGGALEY ELEMENTARY

building shell ROOFING Installed: 1999

Size: 98,864/SF

Warranty: 20 YEAR(2019)

FEATURES & ELEMENTS Description: Approximately 90,234sf of roof cover for the overall facility is a built-up modified bitumen system by The Garland Company, Streesply E with an original warranty of 20-years. Roof areas are generally in fair condition with approximately 2-4 years of service life remaining.

Sections of roof areas associated with the HVAC roof-top-equipment are in poor-failed condition and have multiple leaking issues. Additionally, there are signs of past leaking.

Access to the roof is by exterior doors from the balcony level which are in fair condition and exterior steel ladders to upper roof areas. Parapet walls are traversed by wooden ship ladders as built by the maintenance department. Proper safety rails are not present, fall safety protection cages are not required, and are not provided.

Facility Condition Assessment 2019-2020

No observations of standing water on the roof. Many areas indicated a history of leaking around roof-top-units and parapet copings. Roof drainage areas show a history of standing water, drainage is directed through a system of internal roof drains and exterior downspouts in fair condition. The roof is not equipped with overflow roof drains.

Silver-FlashⓇ counter flashings show wear splits in seams, blisters and “alligatoring” which is caused by the drying out of the exposed asphalt surfacing by the sun.

Deficiencies: 1. Existing caulking above counter flashings is splitting and deteriorating.

2. Small tears at base flashings.

3. No overflow roof drains.

4. Active leak around HVAC mechanical units.

Recommendations: 1. Plan for full replacement at end of warranty.

2. Continue bi-annual inspections and increase budgetary amounts for repairs.

Benefits: 1. Optimize Energy Performance 2. Replace End-of-Life (EOF) System Cost: $2,570,500 OR $26.00/sf 1. Possible candidate for a ten-year restoration system.

Facility Condition Assessment 2019-2020

BAGGALEY ELEMENTARY

building shell EXTERIOR DOORS & WINDOWS Installed: 1951, 1974, 1998

Warranty: N/A

FEATURES & ELEMENTS Description: The building is equipped with aluminum-clad wood windows with dual glazed-type window systems. The window system features operable windows throughout the building, operable windows are equipped with opening limiters and integral blinds.

Overall windows are in fair-to-poor condition and are beyond their expected life expectancy. Thermally broken aluminum windows with dual glazed-type window systems were installed within the cafeteria area.

The 1974 Addition features small acrylic sheet skylights in the main corridors.

The exterior doors are a mixture of hollow-metal systems with single-glazing vision lites and aluminum storefront with dual glazing transom and sidelites. The hollow-metal door panels paint is faded and worn.

Door thresholds, weatherstripping and hardware are in need of replacement or repair.

Few exterior doors contain security access control features. Controls are limited to main entrance doors and feature card access, door monitoring and egress controls.

Facility Condition Assessment 2019-2020

Deficiencies: 1.

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4.

Hollow metal door systems have failed panel systems Existing sealants are beyond their life and are crumbling to failure Window hardware in many cases is failing Not all exterior doors have access controls or door monitoring

Recommendations: 1.

2.

3.

4.

Replace hollow-metal door systems with aluminum frames with FRP doors Replace all exterior door weatherstripping, astragals and thresholds Recaulk existing joints and dissimilar materials as required Replace all exterior windows with aluminum type

Benefits: 1. Prolong performance and life of exterior windows and doors 2. Deter any pests or outdoor air infiltration Cost: To be determined.

1.

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4.

Insulated Glass/Panels: $70.00sf (includes blinds) Curtain Wall/Storefront System: $80.00sf (remove and replace) Skylights: $125.00 sf (remove and replace) Door Weatherstripping: $300.00 ea (demo and replace)

Facility Condition Assessment 2019-2020

BAGGALEY ELEMENTARY

interiors INTERIOR CONSTRUCTION-STAIRS-FINISHES Installed: 1951, 1974, 1998

Warranty: N/A

FEATURES & ELEMENTS Description: The building features conventionally partitioned classrooms, corridors, and stairs with sheet carpet flooring with resilient base; varying styles of acoustical tile ceilings; wall finishes include painted concrete masonry, gypsum board, and plaster. Interior elements vary in conditions but are generally in fair-to-poor condition.

The typical classroom contains laminate casework and counters and is provided with chalkboards, tackboards, and tack strips that are in good condition. The facility is equipped with louvered and non-louvered interior doors that are both flush-mounted and recessed, mostly with proper ADA hardware and clearances, and are in good condition, however, the classroom locks lack security intruder functions.

Facility Condition Assessment 2019-2020

The Gymnasium space has athletic wood-type flooring, an open ceiling, as well as painted CMU walls with acoustical wall treatments. The maple flooring is at its median stage of product life and will accommodate future resurfacings.

Facility Condition Assessment 2019-2020

The Library has sheet carpet flooring, acoustical tile ceilings, as well as painted gypsum board type finishes that are in good condition. The Cafeteria has linoleum sheet flooring that has completely failed and is deteriorating from the subfloor, the acoustical tile ceilings are in fair-to-poor condition. The acoustical wall panels are not of sufficient depth for proper sound absorption, as well as painted CMU, and are in fair condition.

Restroom flooring and walls are ceramic tiles that are in good condition with steel toilet partitions that are in fair-to-poor condition.

Facility Condition Assessment 2019-2020

Deficiencies: 1. All sheet carpet flooring is beyond its expected life span and is in need of replacement. Sheet carpet flooring is not a preferred flooring finish for classrooms, corridors, and stairs as it harbors dirt, dust, and dander.

2. Cafeteria linoleum flooring has completely failed and is in need of immediate replacement.

3. Interior paint finishes have been deferred maintenance for too long and need to be addressed.

4. Acoustical Ceiling Tiles (ACT) are beyond their life and are showing signs of sagging, water damage and do not meet proper acoustical properties.

5. Chalkboards are not a preferred writing surface for visual display surfaces.

6. Gymnasium and Cafeteria acoustical wall panels do not meet current NTC sound coefficients.

7. Classroom and Corridor casework, shelving, and equipment do not meet the educational needs in quantity, quality, or locations.

8. The steel toilet partitions within the restrooms are showing signs of rust, warping and hardware failure.

9. Portions of the original construction plaster partitions have deteriorated beyond repair and other areas continue to deteriorate causing ongoing maintenance issues.

10. Classroom locksets lack proper security intruder functions.

Recommendations: 1. Plan for interior finish upgrades that include capital renewal of flooring and ceiling finishes. Address deferred maintenance painting items, and include redesign color palette of interior wall finishes. Replace baked enamel steel over paper core toilet partitions with solid plastic (HDPE) that have a higher resistance to abuse, scratches, and the growth of mold and mildew.

Benefits: 1.

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Replace End-of-Life (EOF) System Improve Indoor Environmental Quality (IEQ) Performance Prolong performance and life of interior finishes Improve acoustical performance and sound control Provide sustainable and quality materials and finishes A rebranded color scheme that is impactful, attractive and vibrant

Cost: $1,727,000 or $17.50/sf (Complete Replacement of Finishes and Casework) 1. Scope of work can be further broken down into manageable pieces 2. A possible candidate for a renovation project

Facility Condition Assessment 2019-2020

BAGGALEY ELEMENTARY

services LIFE SAFETY & FIRE PROTECTION Installed: 1951, 1974, 1998

Warranty: N/A

FEATURES & ELEMENTS Description: The overall facility is equipped with an addressable Simplex 4020 fire alarm system installed in 1999 and is in poor condition. The system consists of an obsolete main control panel, 1 remote LCD annunciators panels located in the main office.

Building subpanels are Simplex 4009 NAC Power Extenders with battery backup. There are only 27 manual pull stations; 32 audio-visuals indicating devices and 85 visuals; 193 smoke detectors, including, 17 duct detectors and 4 heat detectors.

The system is automatic and is monitored by a third-party ATC. The system is not equipped with sufficient audible horns, strobe indicating devices, smoke detectors and heat sensors.

The system is not equipped with any flow switches or tamper switches thus it will not support any future fire suppression systems. The system is not adequately provided throughout and does not have additional zone capabilities.

The system is not fully compliant with the International Fire Code (IFC) or the National Fire Protection Association (NFPA).

Facility Condition Assessment 2019-2020

The facility is not equipped with an automatic fire suppression system. A flow test would be required to determine if the existing water supply system would provide adequate support for a future system. The kitchen hood is equipped with an Ansul system that is in fair-to-poor condition and is proper for current cooking requirements.

Fire Extinguishers are provided throughout the building.

Deficiencies: 1.

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Main Alarm Control Panel is obsolete, unable to make future repairs Two of the three annunciator panels are non-functional Fire alarm system end devices have met their lifespan Energy performance of all fixtures and systems is poor Visual and audible alarm devices do not meet ADA and NFPA requirements

Recommendations: 1. Replace non-addressable and obsolete fire alarm control equipment 2. Upgrade occupant notification to meet ADA and NFPA requirements for visual and audible coverage 3. All exit signs are to meet code for size and location 4. Emergency lighting must meet code for illumination levels and locations, upgrade fixtures to LED Benefits: 1. Upgrade to compliant IFC and NFPA System 2. Resolve emergency notification failures 3. Replace End-of-Life (EOF) System Cost: $370,237 or $3.75/sf

(Fire Alarm $2.25, Lighting $1.50)

Facility Condition Assessment 2019-2020

BAGGALEY ELEMENTARY

legal/code ACCESSIBILITY Installed: 1951, 1974, 1998

Warranty: N/A

FEATURES & ELEMENTS Description: This site lacks public sidewalks from the public right-of-way, there is an accessible route provided from the accessible parking areas. Passenger loading zones at both the bus and vehicle drop-off lack an accessible route to the main entrance of the school. There is an accessible route connecting all or most areas of the site. The exterior entrances are mostly accessible and access from the parking/drop-off area to the building entries is not compromised by steps or steep ramps. An adequate number of accessible parking spaces are provided, including one van-accessible space, and are properly marked.

Exterior doors meet minimum clear width, maneuvering clearances and proper hardware.

The main entrance lacks the convenience of an ADA automatic/power assist door. The addition of a secure entry vestibule is not compliant and requires travel to the non-secure lobby for access to office administration.

There is an accessible route through the building that connects all accessible spaces and elements. Generally does not include protruding objects. Objects such as fire extinguishers, drinking fountains, signs cannot protrude more than 4-inches along the accessible route. In some instances, the building’s drinking fountains do impede upon the accessible route.

Facility Condition Assessment 2019-2020

Elevation changes within the overall facility are facilitated by compliant stairwells, a ramp, a passenger elevator and a vertical platform lift. The passenger elevator is isolated within the Library/Media Center on the ground floor The raised platform (stage) within the Gymnasium is in non-compliance. An accessible route must connect the platform (stage) directly to seating areas where they are directly connected. If temporary stairs are added for performances a temporary ramp should as well, otherwise access requires an individual to leave the Gymnasium and enter from a back hallway ramp.

Interior signage meets requirements for raised and contrasting text/characters, raised Braille, however not all signs are located on the proper side (latch side) of doors.

Generally, all public interior doors are equipped with hardware that is ADA-compliant that is operable with one hand does not require tight grasping, pinching, or twisting of the wrist, nor more than 5-pounds of force to operate. There are a few exceptions, as a few doors that provide access to utility or mechanical-type spaces are not compliant.

Group Restroom layouts meet the requirements for clearances and compliant accessories are adequately provided and mounted properly. Single user toilet rooms serve dual functions as both staff and public accessible toilet rooms within the restroom.

Facility Condition Assessment 2019-2020

With last renovations occurring prior to 2012, clearances around the water closet are permitted and the lavatory may overlap that clearance if the door to the room does not swing into the clearances at the fixtures and that the edge of the lavatory is at least 18-inches front of the centerline of the water closet. The International Building Code or IBC makes reference to the ICC/ANSI A117.1 that specifies a vertical grab bar that is not present in this facility. The toilet room within the upper mezzanine classroom is not ADA-compliant as it pertains to clearances, mounting heights for fixtures and accessories.

Most Classroom, Breakrooms and/or Corridor sinks allow for a forward approach which is preferred at sinks and work surfaces to increase maneuvering clearance.

Facility Condition Assessment 2019-2020

Deficiencies: 1. Lack of accessible route from passenger loading/unloading at bus and vehicle drives 2. Lack of power assist door openers at the main entry 3. Lack of direct access to performance platform (stage) and spectator accessible seating 4. Improper clearances for individual toilet rooms and mounting heights for accessories 5. Front access usability of work surfaces and sinks Recommendations: 1.

2.

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5.

Install power assist door opener at the main entrance Enlarge and reconfigure individual toilet rooms to be accessible Reconfigure group restrooms to have an accessible fixture Remount and add additional toilet accessories to meet regulatory requirements Evaluate and replace casework with ADA-compliant sink base

Priorities for Accessibility: 1.

2.

3.

4.

Accessible approach and entrances Access to goods and services Access to public toilet rooms Access to other items such as water fountains

Safe Harbor Provision: 1. Any facility’s elements built or altered before 2012, and that comply with the 1991 Standards do not need to be changed to satisfy the 2010 Standards. This provision does not apply to elements in existing facilities that were not included in the 1991 Standards but are now regulated by the 2010 Standards. These elements must satisfy the 2010 Standards to the extent readily achievable.

Facility Condition Assessment 2019-2020

BAGGALEY ELEMENTARY

services PLUMBING Installed: 1951, 1974, 1998

Warranty: N/A

FEATURES & ELEMENTS Description: The building is serviced by the local municipal water authority (Youngstown/Latrobe). The 6-inch service line runs along Route 982. A 4-inch line serves the original building and then branches off to serve the 1974 Addition. The line is equipped with a reduced pressure backflow preventer and is in fair condition. A water treatment system is not present. No pressure-related issues have been reported and the utility meter is satisfactory. The domestic water supply piping is copper and most of the piping system is in fair condition. Piping insulation is fiberglass with known hazardous materials being removed in past renovations. Parts of the distribution system piping are original and have been suffering from pipe erosion and subsequent pinhole leaks. As the piping has failed, it has been replaced.

The sanitary waste piping is cast iron and is in good-to-fair condition as dependent on the age and/or if sections were replaced during building renovations.

There have been no ongoing signs of clogging or backups noted. Parts of the sanitary waste system are original to the building and would be at the end of their life.

There is a grease interceptor outside the kitchen area which has been maintained but is extended beyond its life expectancy.

The rainwater drainage piping consists of cast iron piping and is in good-to-fair condition. No visible indications of issues, however, multiple locations are original and are at the end of their life expectancy. Roof drainage is handled by internal roof drains, all of which are in good-to-fair condition. Some locations show signs of failing or removed fiberglass insulation. Original flange bowls and rings may be wrapped with hazardous materials.

Facility Condition Assessment 2019-2020

A 4-inch natural gas line services the original building which feeds from a 6-inch mainline around Route 982. The 1974 addition gas service is provided via another 4-inch gas line running south along the property line and enters near the kitchen side of the addition.

The facility has two gas-fired domestic water heaters. Within the original building is a 40gal Rheem model that is beyond its serviceable life and is in need of replacement. The expansion tank has met its serviceable life and is recommended to be replaced with any work associated with this unit. Within the upper mechanical room of the 1974 addition is a 125gal PVI model, This water heater was replaced with the last 10-years and is in good-to-fair condition. The domestic water heaters are equipped with master mixing valves that have been rebuilt from renovations and are in fair-to-poor condition and should be further evaluated for repair upgrades and/or replacement.

The majority of the facility’s plumbing fixtures and trim were replaced in the renovations, however, original fixtures do remain and are beyond their life expectancy.

These fixtures are also not low flow, while fixtures replaced are. Lavatories are china with either electronic-metering or two-handle manual faucets. Water Closets are a mixture of battery-operated sensor operation and manual while the urinals are all manual.

Classroom and other learning area countertop sinks are typical of stainless steel basins with manual faucets. Artrooms sinks have under-counter clay/sediment traps. Floor mounted, three-station fixtures are in the group restrooms. Service Sinks and exterior hose bibs are located and spaced properly throughout the building and are in fair-to-poor condition.

Facility Condition Assessment 2019-2020

Electric water coolers are of sufficient numbers and are spaced throughout the facility and are generally in good-to-fair condition. Maintenance has been upgrading replacements to bottle filler-type units.

Deficiencies: 1.

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4.

Existing copper piping corrosion and pinhole leaks Many portions of the plumbing system are beyond its life expectancy Not all fixtures meet the current building codes pertaining to flow consumption The water heater unit requires significant upgrades to continue its service and proper planning for replacement 5. The energy performance of all heating units are very poor 6. Not all fixtures meet ADA requirements per current building codes and regulations Recommendations: 1. Investigate water treatment fluids and flush out the entire piping system 2. Evaluate existing copper piping to determine the cause of pipe corrosion and pinhole leaks 3. Replace domestic water heater and storage tank located in the original building 4. Replace original sections of domestic water piping and sanitary water piping 5. Replace and upgrade the plumbing fixtures with low-flow models 6. Replace flush valves with either sensor or electronic metering to meet current building codes 7. Replace older model electric water coolers that haven’t been replaced 8. Reinsulate domestic piping. Remediate any hazardous materials from existing piping 9. Upgrade non-compliant fixtures to current ADA requirements and regulations 10. Further pipe inspection via camera photography to better determine the condition of sanitary and storm drainage Benefits: 1. Optimize Energy Performance 2. Replace End-of-Life (EOF) System 3. Improve Water Efficiency Cost: $987,300 or $10/sf

Facility Condition Assessment 2019-2020

BAGGALEY ELEMENTARY

services HVAC (HEATING, VENTILATION, AND AIR-CONDITIONING) Installed: 1951, 1974, 1992, 1998

Warranty: N/A

FEATURES & ELEMENTS Description: The overall facility is equipped with a ducted packaged roof-top HVAC unit-type forced air conditioning system, which is in fair-to-poor condition. The existing 1951 and 1974 addition is equipped with rooftop units that condition the space with forced air.

Classroom spaces are tempered with VAV air terminals. Gymnasium and Cafeteria utilize the roof-top units to condition the space with forced air. The ventilation system in the overall facility consists of floor-mounted, horizontal unit ventilators and rooftop units, installed in 1998 and are in fair-to-poor condition, providing fresh air to classrooms and adjacent spaces.

Relief air venting is provided by louvered interior doors, unit ventilators, and ducted packaged roof-top units. The art program is equipped with a kiln and the existing ventilation is inadequate and in poor condition. General building exhaust systems for Restrooms and Storage Rooms are adequately placed and are in fair-to-poor condition.

The existing heating system is a gas-fired heating hot water system, installed in 1974, and is in fair-to-poor condition. The heating and chilled water system in the overall facility is a 2-pipe system, without a capacity for simultaneous heating and cooling operation. The two gas-fired boilers, manufactured by HB Smith were installed in 1992 with upgrades to converted from steam to hot water during the 1998 renovation. Heating water is distributed to terminal units consisting of cabinet heaters, unit heaters, and air handlers.

The majority of the terminal equipment was installed in 1998 and is in fair condition.

Facility Condition Assessment 2019-2020

The system does feature individual temperature controls. However, the DDC type system was also installed in 1998 and is in poor condition, controls are intermittently failing and are considered obsolete by the manufacturer. A pneumatic control system using air to control various valves and damper in the original building sections. Overall the heating system is evaluated as being safe but inefficient working order and long-term life expectancy of the existing system is not anticipated.

Deficiencies: 1. All HVAC units and components have reached their useful serviceable life 2. Ventilation fails to meet the current building codes 3. The energy performance of all units are very poor Recommendations: 1. Plan for HVAC upgrades that include replacement of VAV air-terminals, Roof-top-units and unit ventilators. Replace general building exhaust systems.

2. Replace antiquated DDC-Controls.

3. Replace and upgrade the existing kiln exhaust system.

4. Repair or upgrade existing boilers burner heads, boiler combustion chamber, and valves.

5. Investigate chemical treatment fluids and flush-out the entire piping system and equipment coils.

Benefits: 1. Optimize Energy Performance 2. Replace End-of-Life (EOF) System 3. Improve Indoor Environmental Quality (IAQ) Cost: $2,673,000 or $27/sf

(demo, reconfigure new system, piping, new controls)

Facility Condition Assessment 2019-2020

BAGGALEY ELEMENTARY

services ELECTRICAL, LIGHTING, EMERGENCY SYSTEM Installed: 1951, 1974, 1998

Warranty: N/A

FEATURES & ELEMENTS Description: The electrical system provided to the overall facility is a 277/480-volt, 3-phase, 4-wire, underground feed from the transformer to the main switchboard. Power is furnished by the utility company to a utility-owned pad-mounted transformer, located in the courtyard, and is in fair condition. The main switchboard is a Square D fusible board with two main switches, a 1200 amp and 1600 amp. 227/480-volt power is feed to another transformer located in an electrical room where power is converted to 120/208-volt which is distributed to the 1951-era wing.

The 480-volt system handles large loads such as air-conditioning, ventilation systems, motors, and some lighting. It is further extended to multiple 120/208-volt step-down transformers through the 1974 addition and the 120-volt panels serve remaining items such as receptacles and miscellaneous power. The existing main service entrance is in fair condition, although at capacity, it can continue to serve the building with proper service and upgrades.

The majority of classroom or learning areas are equipped with adequate electrical outlets, while the corridors provide sufficient coverage for service. However, adequate coverage of GFI-protected exterior outlets is not provided around the perimeter of the building.

Facility Condition Assessment 2019-2020

The facility emergency power system consists of two emergency generators. A 1974-era Onan 30kW model within the electrical panel room that is in fair condition.

The 1998 renovation scope included a new Kohler 35kW model which is in good condition.

Both generators are 277/480-volt, 3-phase, 4-wire, natural gas models that feed an automatic transfer switch and associated emergency panelboards. The emergency panelboards feed means of egress illumination, lighting of exit and directional signage, fire detection/alarm system, and other miscellaneous system control panels.

Lighting protection safeguards are not present in the facility.

The existing lighting system in the overall facility is typically equipped with T-8, lay-in, 2-by-4 direct fluorescent fixtures with electronic ballast. Fixtures are in fair condition and generally provide the recommended illumination levels of 50 footcandles for classrooms and 20 footcandles for corridors.

Lobby entrances are equipped with lay-in, 2-by-2 direct compact fluorescent fixtures with electronic ballast. Manual toggle dual-level switching is utilized in classrooms while other spaces utilize single-level keyed switching.

Facility Condition Assessment 2019-2020

The Gymnasium space is equipped with pendant metal halide type lighting, in poor condition, providing illumination below the recommended levels. Student Dining, Kitchen and Service areas are equipped with T-8, lay-in, 2-by-4 direct fluorescent fixtures with single level switching and are in fair condition providing illumination levels below recommendations.

The exterior site lighting system is equipped with high-intensity discharge (HID) building-mounted light fixtures and pole-mounted parking site fixtures are equipped with low-pressure sodium (LPS) lamps.

These fixtures are in poor condition and are inadequate in illumination levels due to insufficient fixture capacity and parse placement of fixtures.

Deficiencies: 1. Main switchboard and fusible switch distribution and panels as they have reached their useful serviceable life, 30-40 years 2. Lighting systems fail to meet the current energy conservation codes 3. Verify if site, security and egress lighting meet current code requirements 4. Energy performance of all fixtures and systems is poor 5. Lack of automatic lighting controls Recommendations: 1. Plan for electrical upgrades that include replacement of all equipment and associated feeders 2. Full replacement of all interior and exterior lighting fixtures LED 3. Upgrade or replace 1974-era emergency generator 4. Provide automatic lighting controls for all spaces Benefits: 1. Optimize Energy Performance 2. Replace End-of-Life (EOF) System 3. Improve Indoor Environmental Quality (IAQ) Cost: $2,468,250 or $25/sf

(Electrical $16.50, Lighting $6.50, Site/Emergency $2) Facility Condition Assessment 2019-2020