robert smalls international academy facilities study

ROBERT SMALLS INTERNATIONAL ACADEMY FACILITIES STUDY

MARCH 11, 2019


MARCH 11, 2019

INTRODUCTION

ROBERT SMALLS INTERNATIONAL ACADEMY

• Constructed: 1982

• Building Limitations:

• Layout poses limits in the ability to modify the facility to meet the teaching and learning standards of today.

• Layout poses limits in the ability to bring the building up to current building code and safety standards.

• These limits and other findings are presented within the following study.


MARCH 11, 2019

SITE OVERVIEW - EXISTING


MARCH 11, 2019

BUILDING EVALUATION

ROBERT SMALLS INTERNATIONAL ACADEMY

• Principal: Ms. Jennifer Morillo• Grade Levels: PK-8• Site Size: Approx. 45+ Acres• Building Size: Approx. 145,290 SF• Student Population: Approx. 716, more 6th-8th graders than PK-5th graders (nearly 2:1)• Staff Size: Approx. 70-75• Construction: 1982, Various renovations recorded 1982-2018

The school fronts on W. K. Alston Drive, a District owned connecting roadway between Robert Smalls Parkway (Hwy 170) and Broad River Boulevard. The school is bordered at the sides and rear by wooded areas with a commercial parcel occupied through the wooded buffer on the northwest rear corner of the property. The property across W. K. Alston Drive in front of the school also provides a wooded buffer with retail development on the other side. It is understood that an access drive(s) strategically positioned off of W.K. Alston Drive into this retail development is in discussion with the governing authorities along with adding traffic lights at each end of W.K. Alston Drive.

In addition to the academy, the northern end of the property houses a district shared bus parking lot centered in the bus drop off loop with a capacity of approximately 24 buses centered within the bus drop off loop. A baseball and softball field along with tennis courts / outdoor basketball courts, a fitness trail and competition track& field facility are all located behind the school along the rear of the property.

The site contains three entrances, all along W.K. Alston Blvd. The northern most entrance is dedicated to the bus parking facility, bus pick-up & drop-off of students, kitchen & school deliveries, staff parking, gymnasium parking and access to the ball fields and tennis courts. The center entrance, located at the school building’s main entry, is designated as the car rider loop for 6th, 7th and 8th grades along with a small visitor parking area. Traffic issues are created on W.K. Alston Blvd. due to parent backup and lack of stacking lane length. The third and southern most entrance is designated as the car rider loop and building entry for grades PK through 5th and includes a staff parking area. Traffic issues are created on W.K. Alston Blvd. here as well due to parent backup and lack of stacking lane length. This drive also serves as access to the outdoor track and field facility.

Better onsite directional signage is needed for the bus access, car rider access, athletic facilities event parking and the gymnasium.

Site drainage overall (excluding athletic areas) is adequate other than a few isolated areas and predominately in the rear from “P” Hall to “I” Hall. This area drains poorly and on occasions has standing water. The play grounds are also in this general area.


MARCH 11, 2019

BUILDING EVALUATION

MAIN BUILDING

The main building houses the Administrative Areas, Media Center, Classrooms, Science/Project Rooms, Related Arts spaces, Gymnasium/Stage & Locker Rooms, and the Cafeteria/Kitchen.

1. Main School Entry/Car Rider Loop (Grades 6-8)

2. School Entry/Car Rider Loop (Grades PK-5)

3. School Entry at Bus Pick-up & Drop-off

4. Gymnasium Entrance

1 2

3 4


MARCH 11, 2019

BUILDING EVALUATION

SCHOOL COMPONENTS

Administrative Areas:The administrative area seems to function adequately as the original layout been modified over the years. Office spaces appear adequate in numbers to accommodate the staff, however, circulation and student connectivity to guidance and the student nurse are inadequate by today’s school layout standards. Waiting appears to be adequate for the number of students served. The mail room is outdated and needs upgrading.

Secure Entry:Upon entering the facility, there is a lobby/security lock. Due to

the design of the school, there is physically no visible connectivity to the exterior, only limited camera view. Visibility into the school

is also limited.


MARCH 11, 2019

BUILDING EVALUATION

SCHOOL COMPONENTS

Media Center:The Media Center is adequate in size including classroom and collaborative learning areas with computer connectivity. The space has windows (water leaks at times), however, dark areas still exist. More natural light is recommended along with lighting in the center high bay area. The media center finishes and furniture are old and outdated. There is no feeling of inspiration or creativity in this space. The main computer frame room is located in this area and is also being used for storage. Storage appears to be an issue.

School Nurse:The layout of this area is not adequate and not connected to the

student corridor as in most schools. There are various accessibility issues including the toilet rooms which are not ADA compliant.


MARCH 11, 2019

BUILDING EVALUATION

SCHOOL COMPONENTS

The GTT room on “F” wing needs to be renovated for use as a Project Lead the Way classroom (STEM Learning Lab)

Classrooms:The majority of the classrooms in this building are about 765 square

feet. This met OSF standards until the late 1990’s when the minimum requirement was increased to 800sf. These are considered small

considering that the typical elementary classroom size is now 850sf-900sf, PK- K is around 1,000sf – 1,200sf depending on the toilets and

other functions included. Typical middle school classrooms can be larger than elementary classrooms because of the school curriculums

and student ages.


MARCH 11, 2019

BUILDING EVALUATION

SCHOOL COMPONENTS

Special Needs Classrooms:This space serves upper elementary and middle school aged students and is inadequate in many ways to serve its purpose. The space is too small and cramped. It is not ADA compliant. The shower in the toilet room does not have a sloped floor to a drain, no seat, the size is not ADA compliant, and the shower is currently used for storage. The required exit door to the exterior is blocked due to the lack of storage space. The entry route from the exterior is non-code complaint.

Science/Project Rooms:The classrooms on the end of each wing are about 1280 square

feet. Originally designed as science rooms, these spaces now are used as project rooms and other type of instructional spaces. This

is likely a function of the curriculum schedule and cycle. The natural gas supply appears to have been removed at some point.


MARCH 11, 2019

BUILDING EVALUATION

SCHOOL COMPONENTS

Gymnasium:The gym is utilized for sporting events and also school assembly seating as it has a stage at one end. The size of the gym is considered small and inadequate for today’s use. It is understood that the bleachers do not have the seating capacity to seat the entire student body during events. It is important to note that there is no room for circulation along the sides of the court during sporting events because the bleachers, when fully extended, stop at the edge of the court sidelines. This also leaves no room for the scorer’s table. Safety is a concern. Safety is also a concern for players running into the stage and end walls due to the close proximity of the stage and walls to the end of the court. Both ends are tight. All crosscourt basketball goals need replacing. It is noted that the original membrane gym floor has been concealed with a wood floor system.


MARCH 11, 2019

BUILDING EVALUATION

SCHOOL COMPONENTS

Gymnasium:An indoor concession has been added within the gym lobby which nearly eliminates the lobby circulation. The concessions is not ventilated and does not have running water. The athletic storage in general is extremely insufficient. The school also has a wrestling team and the mats are currently stored in a locker room and the weight room. The Team & P.E. locker rooms and showers need updating and are not ADA compliant. The showers are no longer being used except for miscellaneous storage. Showers are required by code for athletic locker rooms. The toilet facilities in general are also inadequate for the gymnasium and locker room areas. Fixture counts and clearances are not code compliant. The school offers football, baseball, softball, basketball, wrestling, volleyball, wrestling, track and soccer. However, there is only a football locker room/storage room and one undersized male team locker room. There is not a female team locker room. These locker rooms are under sized, partially used for storage and are not ADA compliant. The weight room equipment present is not adequate for proper physical &

weight training of student athletes. The room is also too small and does not have ventilation. A wall mounted and non-protected I.T. server also exists in this room.


MARCH 11, 2019

BUILDING EVALUATION

SCHOOL COMPONENTS

Cafeteria/Kitchen:The cafeteria seems to be of adequate size. It has a terrazzo floor and is fully enclosed on all four sides by fire rated walls and interior windows. There is no natural light or visual connectivity to the serving lines and very limited view to the corridor spaces. There are no menu monitors or a common view screen as is common in today’s cafeterias. The current cafeteria is non-inviting and has no creative feel. There are two serving lines with the lunch periods staggered between 10:50am and 1:30pm. Most schools of 800 students contain three serving lines. Four serving lines are ideal for a PK-8 arrangement.

The kitchen appears adequate in size, quarry tile floors, low ceilings, low light levels and the restrooms are not code complaint as they are open to the kitchen and do not meet ADA. The kitchen and serving line are behind doors and feel isolated from the cafeteria. It is recommended that the serving line walls be opened up to the cafeteria so to feel as one space and that the ceilings be removed and natural light be introduced into the high bay center of the cafeteria.

Custodial Receiving does not exist.


MARCH 11, 2019

BUILDING EVALUATION

SCHOOL COMPONENTS

Music/Chorus/Band Rooms:There is a music room for the lower academy and one for the upper academy. Both are located on classroom wings which creates noise issues. Both spaces are functional, however, they need updating and better acoustical values within each space. The Upper academy music room also doubles as a Band Room. The instrument storage, uniform storage and practice room conditions are inadequate for the upper academy needs and functions.

Art Rooms:There is an art room for the lower academy and one for the upper

academy. Both spaces are functional, however, the upper academy art room needs the most updating and is small in size. The kiln

room at the upper academy art room is also too small, not properly ventilated per code and unsafe. Room finishes have

expired.


MARCH 11, 2019

BUILDING EVALUATION

SCHOOL COMPONENTS

Group Toilets:The conditions of the group toilets are poor. Most plumbing fixtures are original to the building. It is suggested that magnetic hold opens be provided at group toilets to allow doors to remain open for better supervision. Additional plumbing fixtures, including water coolers, are required throughout the building to meet current building code fixture counts. Most toilet rooms in the building are not ADA complaint.

Dance:The old dance room is now being used as a classroom,

however, the raised dance floor and bars still remain. These need to be removed and the space properly renovated into

a classroom. A new dance room is needed for the Upper Academy aged students and should be provided over in the

“F” Wing (room F-2) with the other related arts courses. Dance is currently not offered due to space availability.


MARCH 11, 2019

BUILDING EVALUATION

PLAYGROUND

The current playground is in fair condition, but the equipment is in need of some updating. In addition, the playground is not of adequate size to accommodate the number of students in both the PK-K level and grades 1-5. There are no camera observation views of the playground. There is not a canopy structure within the playground area as noticed on other schools within the District. The playground is located too close to the school building which is causing noise issues and also blocks the code required fire truck access to the front areas of the “P & K” Halls. The playground will have to be to be relocated away from the building.


MARCH 11, 2019

BUILDING EVALUATION

ATHLETIC FIELDS

The school campus contains a baseball and a softball field, tennis courts/outdoor basketball courts and a running track. In general, all fields are severely outdated and lacking per current day standards, accessibility issues, drainage and safety reasons. While the owner’s athletic field consultant has prepared a further in depth report available under separate cover, the following information is noted for the purpose of this study.

Baseball and Softball Fields:The size of the fields does not appear adequate. Drainage and fencing are also inadequate. The tree line has not been maintained and needs to be trimmed back. There are not any sidewalks for accessibility and a safe walking path to the fields. There is not any field lighting, outdoor storage, toilet rooms, concessions facilities or bleacher seating.


MARCH 11, 2019

BUILDING EVALUATION

ATHLETIC FIELDS

Tennis Courts/Outdoor Basketball Courts:Minimal upgrades were performed on these courts recently to allow for proper and safer usage. The upgrades will not last long term and the courts actually need to be replaced. The courts were not recently due to lack of funds. The courts (3 tennis + 4 basketball) are bordered on two sides by a dense wooded area which has caused root intrusion/court surface deterioration issues. Courts should be located away from trees or installed with a continuous root shield. The unkept tree line has also blocked some of the access gates. The basketball goals need to be replaced.

Running Track: This is the newest of the athletic events built in 2009. The track surface is in need of resurfacing. It is noted that the starting blocks are on the opposite end of the track from the fans and the track perimeter lacks concrete curbing to prolong the track life. Track re-surfacing in many cases is every seven years with asphalt replacement approximately every 21 years.


MARCH 11, 2019

BUILDING EVALUATION

FACILITIES OVERVIEW

SYSTEM0

(adequate)

1

(mild

need)

2

(strong

need)

3

(critical

need)

REMARKS

Safety and Health

Site Security

The 4’ high campus perimeter chain link fencing along both sides and rear of the site is original to the school with many areas damaged or failing and needs to be replaced. 5’ minimum fencing height is recommended.

Traffic Patterns

Traffic patterns for parents create traffic backups on W.K. Alston Drive. Car rider lanes need to be extended

along W.K. Alston Blvd.

There is not enough gymnasium parking.

Emergency

Access

The 30’ minimum drive width now required by the fire code within 150 feet of the building (non-sprinkled

building) where cars can stack and potentially block fire truck service access during pick-up or drop off

times does not exist at various portions of the building. Redesign of the vehicle circulation and parking

areas along the center entrance loop, southern entrance loop and gym entry will be required for

compliance.

Fire truck access to front walls of “P” & “K” Halls is blocked by the playgrounds.

Fire truck access to front walls of “B”, “C” & “D” Halls is hindered or blocked by trees and does not have the

code required “all weather surface”.


MARCH 11, 2019

BUILDING EVALUATION

FACILITIES OVERVIEW

SYSTEM0

(adequate)

1

(mild

need)

2

(strong

need)

3

(critical

need)

REMARKS

Safety and Health

Site

Accessibility

The sidewalks along W.E. Alston Blvd are broken with some parts missing and there are no crosswalks as

part of an accessible route.

There is not a code compliant accessible route provided from the front main entry parking area to the

building.

The exterior entry route into the SPED Self-contained classroom is inadequate and not code compliant.

All exterior classrooms have doors with only concrete stoops on the exterior and no code required walkway

leading to a public way. In addition, nearly all of stoops at these doors have an approximately 6-10” drop-

of to grade. Most of the corridor exit doors have these same hazardous non-code compliant conditions.

There is not an accessible route defined at the gym entrance and no handicap parking is provided.

There is not an accessible route provided to the baseball and softball fields.

The walkway at the front parking lot should be extended to W.K. Alston Drive.

A walkway is needed from the Lower Academy parking to the main entrance.

Main Entrance

The main entrance is visible and recognizable.

There is no physical visual connectivity from the entry doors to the admin area reception desk. View is by

cameras only.

Glazing is tempered.

Exterior Doors

Exterior door replacement is required of all doors not replaced in recent years.

Doors: lack energy efficiency; have hardware issues; have ADA compliant issues with hardware, closing

pressure, water infiltration underneath; etc.

The mis-match and operation of many locksets over the years are also a security issue


MARCH 11, 2019

BUILDING EVALUATION

FACILITIES OVERVIEW

SYSTEM0

(adequate)

1

(mild

need)

2

(strong

need)

3

(critical

need)

REMARKS

Safety and Health

Interior Doors

Replacement of doors and hardware meeting fire rating requirements and proper and ADA operational requirements is needed. The mis-match and operation of many locksets over the years are also a security issue.

Windows

Most windows have broken seals, most leak continuously into the classrooms and other spaces and are

hard to access above the concrete shelf.

The leaking window conditions have also caused deterioration of the steel reinforcing within the concrete

light shelves around the building resulting in structure failure. The shelves are being monitored and some

have been replaced.

None of windows are energy efficient

Plumbing

While plumbing systems appear to be functioning, many fixtures are not in good condition nor meet ADA

accessibility requirements.

Most plumbing fixtures are original to the building. This includes the water coolers.

Plumbing fixture counts are inadequate by current standards and code requirements. Many need to be

added and ADA compliance provided.

Underground piping condition for a building this age is also a concern. Especially within the kitchen areas.

Refer to Appendix “A” for M,E,P & FP Engineering Report by BGA for additional information

Fire Protection

Wall ratings in the buildings are questionable as many have been penetrated over the years thus violating

the required fire rating.

The building is NOT fully sprinkled



MARCH 11, 2019

BUILDING EVALUATION

FACILITIES OVERVIEW

SYSTEM0

(adequate)

1

(mild

need)

2

(strong

need)

3

(critical

need)

REMARKS

Safety and Health

HVAC

Most equipment is original to the building or nearly 20 years old and nearing the end of life expectancy.

All ductwork and grilles are of the same age and should be replaced.

Kitchen & Dishwash Hoods are in fair condition.

Asbestos possibly in piping & possibly duct.


Mold/Moisture

No evidence of mold was observed. Owner to continue to monitor water leaks.

Fire Alarm

The system is nearly 15 years old and does not meet current code requirement for ADA device heights,

Voice Command, detectors, etc… System needs replacing.



MARCH 11, 2019

BUILDING EVALUATION

FACILITIES OVERVIEW

SYSTEM0

(adequate)

1

(mild

need)

2

(strong

need)

3

(critical

need)

REMARKS

Safety and Health

Technology

All instructional areas have had technology upgrades over the years.

Removal of abandoned wiring above ceiling is recommended.

Insufficient number of data closets, insufficient size of data closets (8’x10’ minimum preferred with a

maximum 200’ distance between) and not appropriately located. There are currently 6 data closets. Most

of which are also being used for other uses, mainly storage.

Due to limited space, one data closet is off of a restroom, another is shared with the fire alarm system and

others exposed in teacher work rooms and weight room. The media center data room is the largest,

however, it is now being used for storage as well.

There is no emergency power back-up for the data closets.

It appears that the emergency generator is using only 30% capacity (emergency lighting, cooler & freezer

and sewer lift station).

There is not a First Responder Radio Enhancement

Refer to owner’s Security Consultant Report under separate cover for additional information.

Refer to owner’s Technology Report under separate cover for additional information.

Security

CCTV – The number and location of cameras are considered insufficient. Many existing cameras are

outdated.




MARCH 11, 2019

BUILDING EVALUATION

FACILITIES OVERVIEW

SYSTEM0

(adequate)

1

(mild

need)

2

(strong

need)

3

(critical

need)

REMARKS

Safety and Health

Electrical

Most switches are not ADA compliant

GFI breakers are needed at wet areas

Diesel fueled emergency generator above gym.


Lighting

No occupancy sensors in classrooms outside of 2014 renovations on PK-6 end of school.

Lack emergency lighting at ext. doors.


Electrical

Rooms

Storage is occurring in front of panels

Noncompliant floor clearances exist


ADA

Compliance

Various site violations noted above.

Most restrooms including those constructed in 2014 are noncompliant by today’s standards and current

code requirements.

Many room side door clearances are noncompliant. Most at exterior doors.

Ramps and rails are noncompliant into SPED Self-Contained room is noncompliant & exterior exit door is

blocked and not being used. .

The amphitheater is missing access steps and rails.

Ramps are non-compliant at the cafeteria to platform/stage

Fire alarm pull stations to high

Fire extinguisher cabinets too high.


MARCH 11, 2019

BUILDING EVALUATION

FACILITIES OVERVIEW

SYSTEM0

(adequate)

1

(mild

need)

2

(strong

need)

3

(critical

need)

REMARKS

Safety and Health

Code

Compliance

Numerous violations including: life safety; energy efficiency; accessibility; among others.

Hazardous

Material

Pipe Insulation and Duct Insulation adhesive are expected to contain ACM.

It has been stated that the original membrane gym flooring yields mercury vapor, however, it is less than

the maximum % to be considered hazardous. This also requires specific settings on the HVAC equipment

for the gym and stage areas. The membrane floor has also been encapsulated with the wood floor system

to ensure further safety.

Refer to Owner’s separate hazardous material report for additional information on this facility.

Roof Systems

The entire roof system (both built-up & metal) are original to the building except for the PK wing which was

re-roofed in a non-matching metal years ago. The built-up roof has far exceeded its life span and needs

replacing. The metal roof also has numerous leaks and troublesome conditions with surface rust visible in

various locations. The metal roof needs replacing as well. In addition, there are numerous areas of failed

flashing conditions allowing water to enter the structure. Some have been corrected and some have not.

Various areas ponding water.

Pine straw and leaves fill the gutters in various areas thus blocking the downspouts and causing overflow.

Refer to owner’s Roofing analysis under separate cover for additional information.


MARCH 11, 2019

BUILDING EVALUATION

FACILITIES OVERVIEW

SYSTEM0

(adequate)

1

(mild

need)

2

(strong

need)

3

(critical

need)

REMARKS

Safety and Health

Structure

Minor cracking of masonry is evident

The structural integrity of all reinforced concrete light shelves throughout the building is in question as

many have experienced severe cracking due to water damage over the years. Some have already been

replaced for safety reasons. It is expected that others will need to be in the future.

Concerns exists regarding hidden potential structural damage due to roof leaks. Similar to what has already

taken place with the cafeteria columns and the bus entry canopy.

Seismic upgrades will be required to meet current code requirements.

Appearance and Finishes

Curb Appeal Curb appeal is lacking

Grounds

The majority of the landscape plantings around the building are old, have not been properly maintained

over the years and are a visually unappealing to the entire building. Plantings in many areas should be

replaced or removed.

The remainder of the grounds are difficult to keep nice due to sandy conditions without irrigation.

New landscaping and irrigation at primary and secondary building entrances and street side areas of the

building is recommended.

Many sink holes exist at areas around the building where the downspout connection to the storm drain

piping has failed.


MARCH 11, 2019

BUILDING EVALUATION

FACILITIES OVERVIEW

SYSTEM0

(adequate)

1

(mild

need)

2

(strong

need)

3

(critical

need)

REMARKS


Exterior

Envelope

Other than the roof, door and window concerns noted above:

Masonry joints need repointing on various areas of the building to prevent water intrusion.

Control joints in the masonry walls need replacing. Some are completely deteriorated.

Various gutter downspouts have been replaced at some time, however, the related water intrusion

concerns at those areas have not been addressed.

Exterior door frames, windows and louvers are in need of re-caulking.

It is recommended that the exterior infill walls with the concrete light shelf and poor windows and exit

door issues be replaced throughout the school.

Many exterior building mounted light fixtures have expired lenses, missing lenses or do not work.

Ramps and rails into SPED Self-Contained room are unsightly constructed and need painting.

All existing aluminum canopies are old, leak and do not provide adequate shelter for the students. The bus

drop-off canopy also is missing a section and needs to be extended along with the concrete walkway

toward the front of the school.

Ceilings

Other than those few areas renovated in 2014, the ceilings are in average condition at best and are not in

compliance with current seismic code requirements.

Communication wires are laying on ceiling systems throughout the building.

Walls

Painting of building interiors has been maintained.

The original brick veneer lines all corridors and common areas on the building interior which dates the

building.

Various areas on the building have exposed electrical and data conduit due to previous technology

upgrades.


MARCH 11, 2019

BUILDING EVALUATION

FACILITIES OVERVIEW

SYSTEM0

(adequate)

1

(mild

need)

2

(strong

need)

3

(critical

need)

REMARKS


Flooring

VCT overall is not in good condition. Moisture issues are apparent.

However, it is of different ages as it has been replaced at various times over the years with various non-

matching colors throughout the building. A uniform tile color scheme and layout does not exist.

Main corridors and common areas are the original terrazzo and are in good condition. It should be noted,

however, that the floor has not and cannot be matched during any renovation work.

The wood gym floor is in good condition.

Core Space Assessment

SYSTEM0

(adequate)

1

(mild

need)

2

(strong

need)

3

(critical

need)

REMARKS

Administration

Office areas and waiting appear adequate, however, there is physically no visual connectivity to the front

entry of the school.

Cosmetic upgrades are needed as the area is very dated.

School Nurse This space is not ADA compliant and the layout is insufficient.

Guidance Located within main office, but with no student corridor connection as provided in today’s schools.

Teacher Work

Areas

Lacking in quantity, technology, and size.


MARCH 11, 2019

BUILDING EVALUATION

FACILITIES OVERVIEW

SYSTEM0

(adequate)

1

(mild

need)

2

(strong

need)

3

(critical

need)

REMARKS


Classroom

Status

A majority of the classrooms are too small, casework has expired, the windows leak and are in need of

renovation.

The GTT room on “F” wing needs to be renovated for use as a Project Lead the Way classroom (STEM

Learning Lab)

There are currently no empty classrooms. All classroom spaces are being used.

More tack boards and marker boards are needed throughout the school, however, classroom wall space is

limited because of the small room sizes.

The existing amphitheater does not have code compliant access and is not used. Suggest removal.

There are not any outdoor classrooms spaces or learning areas which are common in today’s schools.

Cafeteria/

Kitchen

The size appears adequate considering the school population. It is fully enclosed with no natural light and

has limited views to the surrounding corridors and no views to the serving lines or kitchen.

There are two serving lines.

The current cafeteria is non-inviting and has no creative feel.

Custodial

Receiving

This space is needed. It does not currently exist.

Media Center

Lighting appeared in adequate

Natural light is needed

Organization of storage areas is needed

Size appears adequate for the student population. The entire space needs updating.


MARCH 11, 2019

BUILDING EVALUATION

FACILITIES OVERVIEW

SYSTEM0

(adequate)

1

(mild

need)

2

(strong

need)

3

(critical

need)

REMARKS


Art Rooms Renovations are recommended

Science/Project

Rooms

Renovations are recommended

Music Rooms

Sound/noise issues exist. Upper Academy Music Room is insufficient for band use. Acoustics are an issue at

both.

Renovations are recommended

Physical

Education

Space

Major upgrades are needed to the gym, locker rooms, and related spaces.

Stage

The stage is missing the side and rear curtains.

The lighting seems adequate.

There is not a sound or viewing system for school and community events.

The steps down to the gym floor are not considered safe.

A space for riser storage is needed.


MARCH 11, 2019

BUILDING EVALUATION

FACILITIES OVERVIEW

SYSTEM0

(adequate)

1

(mild

need)

2

(strong

need)

3

(critical

need)

REMARKS


Technology

Need more data closets and properly locate all data closets.

Rewiring of all technology systems is recommended.

Most exterior doors are not monitored. Recommend removing exterior doors where allowed and

monitoring all remaining.

The computer labs are expected to change as the District transitions more to the tablet. Renovation in

those spaces are needed, however, one desk top lab is expected to remain at this time for testing

purposes.

Other: Should this facility remain in use:

Major renovations and addition are needed along with a sprinkler system and the replacement of most

building systems.

Collaborative areas for Students and Instructors are recommended

The use of lockers should be reviewed with the District as the original lockers still exist and need repair.

Lockers are not used in most of todays elementary and middle schools.

90 % of the casework in the building needs to be replaced.

Interior room signage replacement is recommended as many signs do not match the referenced space.

Storage is needed throughout the facility.

The bus parking lot is underutilized. Suggest that parking area be restriped to serve parent/teacher &event

parking as current vehicular parking is inadequate.

Low flow toilets and plumbing fixtures are recommended

LED lighting to reduce energy is recommended


MARCH 11, 2019

BUILDING EVALUATION

FACILITIES OVERVIEW

Good Average PoorFirst Impressions:General Appearance: ○ ○ ○ ● ○Visual Security: ○ ○ ○ ○ ●Landscaping: ○ ○ ○ ○ ●

Site and Drives:Drainage: ○ ○ ● ● ○Parent Drives: ○ ○ ○ ● ○Bus Drive: ○ ○ ● ○ ○Parking Staff/Visitors: ○ ○ ○ ○ ●Side Walks: ○ ○ ○ ● ●Handicap Access: ○ ○ ○ ○ ●Covered Canopies: ○ ○ ○ ○ ●General Play Areas: ○ ○ ○ ● ○

Building Envelope:Roof Systems: ○ ○ ○ ○ ●Exterior Brick: ○ ○ ○ ● ○Windows: ○ ○ ○ ○ ●Exterior Doors: ○ ○ ○ ○ ●Exterior Hardware: ○ ○ ○ ○ ●Covered Entries: ○ ○ ● ○ ○


MARCH 11, 2019

BUILDING EVALUATION

FACILITIES OVERVIEW

Good Average PoorBuilding Interiors:Apparent Leaks: ○ ○ ○ ○ ●Ceilings: ○ ○ ● ● ○Walls: ○ ○ ● ○ ○Floors: ○ ○ ○ ● ●Doors/Hardware: ○ ○ ○ ● ●Toilets: ○ ○ ○ ● ●

Life Safety:Wall Ratings: ○ ○ ○ ○ ●Building Separations: ○ ○ ○ ○ ●Dead End Corridors: ○ ○ ○ ○ ○Exterior Exit Pathways: ○ ○ ○ ○ ●Rated Doors: ○ ○ ○ ○ ●Rated Windows: ○ ○ ○ ● ○Exit Lights: ○ ○ ○ ● ○Exit Lighting Exterior: ○ ○ ○ ○ ●Emergency Lights: ○ ○ ○ ● ○Stairs (Exits): ○ ○ ○ ○ ○Handicap Access: ○ ○ ○ ○ ●Fire Alarm: ○ ○ ○ ● ○Sprinkler System: ○ ○ ○ ○ ○


MARCH 11, 2019

BUILDING EVALUATION

FACILITIES OVERVIEW

Good Average PoorStructural Systems:Masonry Condition: ○ ○ ○ ● ○Concrete Cracks: ○ ○ ○ ○ ●Building Settlement: ○ ○ ● ○ ○

Plumbing Systems:Adequate Pressure: ○ ○ ● ○ ○Fixture Condition: ○ ○ ○ ○ ●

Mechanical Systems:Heating Systems: ○ ○ ○ ● ○Cooling Systems: ○ ○ ○ ● ○Ventilation Systems: ○ ○ ○ ● ○

Electrical Systems:Lighting Levels: ○ ○ ● ○ ○Adequate Outlets: ○ ○ ○ ○ ●Call Back Systems: ○ ○ ● ○ ○I.T. Systems: ○ ○ ○ ○ ●Computer/Data: ○ ○ ● ○ ○


MARCH 11, 2019

BUILDING EVALUATION

FACILITIES OVERVIEW

Good Average PoorSpatial Observations:Administration: ○ ○ ○ ● ○Media Center: ○ ○ ○ ● ○Kitchen: ○ ○ ○ ● ○Cafeteria: ○ ○ ○ ● ○Classrooms: ○ ○ ○ ● ○Instructional Spaces: ○ ○ ○ ● ○Gymnasium/P.E.: ○ ○ ○ ○ ●Band Room: ○ ○ ○ ○ ●Music Rooms: ○ ○ ○ ● ○Art Rooms: ○ ○ ○ ● ○Science/Project Rooms: ○ ○ ○ ● ○Group Toilets: ○ ○ ○ ○ ●Staff Workrooms: ○ ○ ○ ○ ●Staff Toilets: ○ ○ ○ ○ ●


MARCH 11, 2019

BUILDING EVALUATION

RECOMMENDATIONS

Due to the age of the building, building systems and the dated non-flexible building layout combined with the amount of work required to transform this facility into a school building of today’s standards, it is recommended that this school be replaced. Based on the current condition of the facility along with it’s intended use as a PK-8 school, it would be more advantageous and cost effective for the District to construct a new PK-8 facility that would not only meet all of their needs, but would also provide a positive impact on the students and surrounding community. A newly designed PK-8 facility would also fit this site more appropriately and with proper site circulation.

Even with costly renovations, it must be understood that many components of the original building would still remain and be evident. The small classroom size and other spaces critical to the learning development of the students would still remain in most locations because of the original building design. In addition, it is important to note that magnitude of upgrades noted in this study (interior & exterior) do not allow for phased construction. The building would need to be vacated in order to provide the needed upgrades.

Refer to the “Summary and Projected Costs” located at the end of this study for additional information.


MARCH 11, 2019

BUILDING EVALUATION

MISCELLANEOUS EXTERIOR VIEWS


MARCH 11, 2019

BUILDING EVALUATION

MISCELLANEOUS INTERIOR VIEWS


MARCH 11, 2019

SITE OVERVIEW - PROPOSED


MARCH 11, 2019

SUMMARY & PROJECTED COSTSOPTION #1

OPTION #1: RENOVATE EXISTING PK-8 SCHOOL (ORIGINALLY DESIGNED AS A MIDDLE SCHOOL)

Additions and Renovations to Existing School LS $45,044,408 Costs include:

• All new finishes, interior & exterior doors & hardware, exterior windows, ceilings, casework. • New HVAC & electrical systems as described in Appendix "A". • New fire alarm system as described in Appendix "A". • New fire protection system as described in Appendix "A".

Costs do not include the following as prepared by other owner consultants under separate cover: • Performance lighting, performance sound, PA/intercom, telephone/data, intrusion detection, card access, CCTV & first responder radio enhancement.

Roof Replacement LS $ 5,750,500(Per owner’s analysis under separate cover. Adjusted to include additional square footage)

Exterior Aluminum Canopies (New & Replacement) LS $ 383,950 (New covered walkways at PK-5 entry, main entry, bus entry, rear and side of gym with lights@ $35/sf)

Sitework LS $ 1,500,000 (Misc grading & drainage, asphalt paving modifications/parking, concrete paving and emergency accessroute improvements. Does not include outdoor athletic field or events upgrade work as prepared by other owner consultant under separate cover)

Site Lighting LS $ 109,000 (as described in Appendix “A”)

Relocate/Replace Existing Playgrounds LS $ 225,000 (includes area clearing & prep)

Landscaping & Irrigation LS $ 250,000

Subtotal $53,262,858

Total Budget $53,262,858


MARCH 11, 2019

SCOPE OF WORK & COSTOPTION #1

OPTION #1: RENOVATE EXISTING PK-8 SCHOOL (ORIGINALLY DESIGNED AS A MIDDLE SCHOOL)

Building Area Description of WorkSquare

Footage Unit Price Estimated Cost

Selective Demolition:

Halls "E,D,P"-End of Halls "C,B,L,M"-SPED/KeyBd wing-gym lobby-SPED/KeyBd wing-3 entry structures 40,000 $ 10.00 $ 400,000.00

New Construction (Replacement)

"P" Hall (Pk-K), SPED/KeyBd, "D" Hall (7&8 classrooms), "E" Hall (upper academy related arts), ends of "L,M,B & C" Halls, PK-5 Secure Entry 70,200 $ 240.00 $ 16,848,000.00

New Construction (Clean Additions)

New main secure entry, P.E. & athletic locker rooms, weight rooms, lobby, concessions, group toilets & storage 10,800 $ 260.00 $ 2,808,000.00

Extensive Renovations

Replace classroom exterior window wall with masonry & new windows at 36 locations (including finishes, casework, mechanical, plumbing, fire protection & electrical replacement) 2,600 $ 400.00 $ 1,040,000.00

Extensive Renovations

Admin/serving lines & cafeteria/replace workrooms, offices, toilets, etc at "B,C,F,I,J,K,L,M Halls/athletic locker rooms, group toilets, storage & classroom (Complete renovation involving reconfiguration of space including finishes, casework, mechanical, plumbing, fire protection & electrical replacement) 22,045 $ 190.00 $ 4,188,550.00

Renovations

Classrooms & corridors at B,C,F,I,J,K,L & M Halls/Media Center, Admin & Kitchen (Complete renovation including finishes, mechanical, plumbing, fire protection & electrical replacement) 79,340 $ 175.00 $ 13,884,500.00

Subtotal $ 39,169,050.00

Contingency (Design & Construction) 15% $ 5,875,357.50

Total Estimated Costs $ 45,044,407.50


MARCH 11, 2019

SUMMARY & PROJECTED COSTSOPTION #2

OPTION #2: CONSTRUCT NEW PK-8 SCHOOL (ON SAME SITE)

Demolition of Existing School LS $ 950,000

Construct PK-8 School (With shared common spaces such as Kitchen/Cafeteria, Media Center, Gymnasium, & Multi-purpose Room)

1000 Student Core (800 current enrollment) x 175SF/student = 175,000 SF

New School (175,000SF x $230/SF) $40,250,000

Site Cost (rebuild on same site) $ 0

Site Development $ 7,000,000

Subtotal $48,200,000

10% Contingency $ 4,820,000

Total Budget $53,020,000

Projected Cost of Options NOT Included:Baseball Facilities/Field upgrades, Softball Facilities/Field upgrades, Track event as prepared by other owner consultant under separate cover


MARCH 11, 2019

DEFINITION OF TERMS

DEFINITION OF TERMS

ACM Asbestos Containing Materials

ADA American with Disabilities Act

ASHRAE American Society of Heating, Refrigerating, and Air-Conditioning Engineers

CFL Compact Fluorescent Lighting

CCTV Closed Captioned Television

GFI Ground Fault Circuit Interrupter

LED Light Emitting Diode

NEC National Electric Code

OSF South Carolina Department of Education Office of School Facilities (Authority having jurisdiction over PK-12 school construction)

VCT Vinyl Composition Tile


MARCH 11, 2019

APPENDIX “A”

APPENDIX “A” – MECHANICAL, ELECTRICAL, PLUMBING, & FIRE PROTECTION ENGINEERING FACILITIES STUDY BY BGA, INC: HVAC

Existing Conditions: The original building was constructed in 1982 with an addition (P Hall) constructed in 1989. There are numerous areas in which the existing ductwork dates back to the original 1982 building and 1989 addition. The building is served by split system and packaged equipment, there is no central heating or cooling system. The administration area is served by a packaged, rooftop, DX, multizone VAV system. The VAV unit has terminal boxes with electric reheat for each zone. This unit was installed in 2001. The media center and adjacent rooms are served by a packaged, rooftop, DX, multizone VAV system. The VAV unit has terminal boxes with electric reheat for each zone. This unit was installed in 2001. Ventilation air for the administration and media center areas is provided by a packaged, rooftop, DX dehumidification unit with energy recovery. It was installed in 2001. The cafeteria is served by a packaged, rooftop, DX, constant volume system with hot gas reheat. It was installed in 2001. The kitchen is served by a packaged, rooftop, DX, constant volume unit. It was installed in 2001. There are two (2) grease exhaust fans and two (2) makeup air units that serve the kitchen exhaust hood. They were installed in 2001.

Rooftop VAV unit (typical)

Grease exhaust fans and make-up air units for kitchen


MARCH 11, 2019

APPENDIX “A”


Existing Conditions: The gym is served by two (2) split system units with duct heaters. The indoor units are located on mezzanines on each side of the gym and the outdoor units are located on grade next to the gym. The outdoor units were installed in 2010 and the indoor units were installed in 1998. The locker room area on each side of the gym are each served by a split system unit. The indoor units are located on the mezzanines on each side of the gym and the outdoor units are located on the roof. These units were installed in 2001. Ventilation air is provided by the same unit that supplies the administration and media center.

Indoor unit for gym (typical)


MARCH 11, 2019

APPENDIX “A”


Existing Conditions: Each classroom wing is served by a split system, DX, multizone, VAV unit located in a mechanical room. The associated condensing units are located on grade nearby. Ventilation air for the classroom wings is provided by five (5) packaged, DX dehumidification units with energy recovery. Four of these units are located on the roof and one is located on grade. Two of these units (one grade mounted and one roof mounted) were installed in 2001. The remaining three units (all roof mounted) were installed in 2015. A storage room with server equipment in it is served by a wall mounted ductless split unit, with the condensing unit located next to the building on grade. This system was installed in 1999.

DHS unit (2015) for classroom wing (typical) DHS unit (2001) for classroom wing (typical)Condensing unit for classroom wing (typical)

Indoor unit for classroom wing (typical)Outdoor condensing unit for storage/server room

Wall mounted ductless split unit


MARCH 11, 2019

APPENDIX “A”


Recommendations: With the exception of the dehumidification units installed in 2015, the remainder of HVAC equipment, duct, grilles, etc. are nearing or have exceeded their useful life expectancy with the majority of systems installed between 1982 and 2001.

Replace all packaged and split system units. All dehumidification units should incorporate energy recovery. All packaged equipment that handles ventilation air directly should include hot gas reheat for humidity control.

Replace all ductwork and grilles. Some of the ductwork installed as part of the original 1982 and 1989 addition may have asbestos mastic at ductwork/insulation joints. Test and properly dispose of ductwork.

The kitchen hoods, dishwasher hood, GEFs, and MAUs appear to have plenty of life remaining, and should not be immediately replaced.

When systems that are closer than 10’-0” to the unprotected roof edge are replaced, provide proper fall protection systems as required by Code, to include structural tie-offs or support rails. Air-side economizers are not required to meet ASHRAE 90.1 2007 (as presently adopted by SC). However, the Owner desires to incorporate economizers in new equipment to the extent practical.


MARCH 11, 2019

APPENDIX “A”

APPENDIX “A” – MECHANICAL, ELECTRICAL, PLUMBING, & FIRE PROTECTION ENGINEERING FACILITIES STUDY BY BGA, INC: PLUMBING

Existing Conditions: The building is 145,290 sf total and the majority of the plumbing system is original and over twenty years old.

Domestic Cold Water Piping: The majority of the domestic cold water piping appears to be older and is in but in fair working condition.

Sanitary Sewer and Vent Piping: The majority of sanitary sewer piping appear to be in fair working condition.

Storm Drain Piping: The majority of the storm drain system appears in fair working condition. At downspout connection to underground piping needed to be updated to keep from soil being washed away from building.

Gas System: Gas lines are older and appear to be in poor condition.

Plumbing Fixtures: Most fixtures appear to be original and have exceeded their useful life. Fixtures need to be updated to meet water saving requirement and ADA requirement. There are over 220 fixtures in this facility.

Water Heaters: The majority of the water heaters appear to be electric and need to be of replacement. The kitchen and GYM water heaters appear to be in good working condition.

Plumbing Insulation: Where visible, the plumbing insulation appears in fair shape. This includes cafeteria building also.

Storm Drain system: internal storm drain system appears to be fair working condition.


MARCH 11, 2019

APPENDIX “A”

APPENDIX “A” – MECHANICAL, ELECTRICAL, PLUMBING, & FIRE PROTECTION ENGINEERING FACILITIES STUDY BY BGA, INC: PLUMBING

Recommendations:

Plumbing Fixtures: Replace and provide additional plumbing fixtures as determined by the Architect to accommodate latest Code fixture quantity requirements. New fixtures should address water conservation features and hands-free operation to the extent practical. Provide ADA accessible fixtures as required by Architect’s ADA accessibility review.

Water Heaters: Replace existing water heaters with properly sized electric storage tank water heater systems complete with expansion tank, recirculation line and pump (as required) and related appurtenances.

Domestic cold water piping: New copper piping shall connect to existing mains located above ceiling. Repair and/or replace cold, hot and hot water recirculating piping insulation with fiberglass insulation with all service jacket.

Sanitary Sewer and Vent Piping: Replace all sanitary sewer and vent piping in shop buildings. Piping above grade shall be cast iron no-hub pipe with gasketed clamp joints and either cast iron hub and spigot piping with gasketed joint or Schedule 40 solid core PVC with solvent welded joints.


MARCH 11, 2019

APPENDIX “A”

APPENDIX “A” – MECHANICAL, ELECTRICAL, PLUMBING, & FIRE PROTECTION ENGINEERING FACILITIES STUDY BY BGA, INC: FIRE PROTECTION

Existing Conditions:

The majority of the facility is not provided with an automatic fire sprinkler system. There are numerous storage rooms which areprovided with automatic sprinkler protection installed as part of the original 1982 construction. This sprinkler system is connected to the domestic water line which was allowed by the adopted Code at the time of the original construction.

Recommendations:

A fire sprinkler system is recommended for this facility. Any significant renovations to this school would more than likely require the addition of a fire sprinkler system. In addition, a fire sprinkler system allows some tradeoffs in building construction in terms of area square footage and fire ratings. Based upon knowledge of available water pressure and flow in this vicinity, it appears that a fire pump system would not be required to accommodate an automatic fire sprinkler system to this facility.


MARCH 11, 2019

APPENDIX “A”

APPENDIX “A” – MECHANICAL, ELECTRICAL, PLUMBING, & FIRE PROTECTION ENGINEERING FACILITIES STUDY BY BGA, INC: ELECTRICAL

Existing Conditions: Normal Power Distribution System

The School is served from a single 480/277V 3-phase, 4-wire, pad-mounted service transformer located adjacent to the Gymnasium Building. The Courthouse service transformer is fed from an underground utility company primary feeder served by SCE&G.

The main service switchboard is a 3000A at 480/277, 3-phase, 4-wire AV-Line, fusible switch style switchboard manufactured by General Electric and is located in the main electrical room in the Gymnasium. The main switchboard is original and is in fair condition. One circuit breaker style distribution section was added in 2002 that is in good condition. There is marginal space available for future expansion. However, consideration should be given to replacing the main switchboard given it’s age (1983).

Service Transformer

Main Switchboard


MARCH 11, 2019

APPENDIX “A”


Existing Conditions: Normal Power Distribution System

The electrical gear throughout the building is mostly original General Electric equipment that is in fair condition given its age (1983). A small group of panelboards and transformers (Cutler Hammer) of newer vintage than the original GE gear was installed between the years 1994 and 2012 and are in good condition. The original transformers are buzzing loudly (from age). There appears to be adequate space and capacity available in most panelboards for future load additions. However consideration should be given to replacing the original panelboards, transformers, and feeder wiring given the age (1983) and condition of the equipment and wiring.

GE Transformer CH Panelboard GE Panelboard


MARCH 11, 2019

APPENDIX “A”


Existing Conditions: Emergency/Standby Power Distribution SystemThe building is equipped with an off-brand (Winco) diesel powered emergency standby generator rated 130KW, 480/277V, 3-phase, 4-wire that is original (1983) and delivers power to the building via a single automatic transfer switch. The generator and transfer switch are functional, according to School District representatives, but are in fair to poor condition (due to age). The system is also located indoors with a corroding fuel daytank, and the system is not compliant with the current NEC requirement for separation of power, as it delivers power to emergency loads (emergency lighting, exit signs and the fire alarm system) and non-emergency loads (kitchen coolers/freezers, non-emergency lighting, various HVAC equipment, receptacles, lift station, etc.) via a single 225A, 480/277V, 3-phase, 4-wire automatic transfer switch (Winco) and power distribution system. The system had adequate capacity to carry existing loads and small load additions. It does not, however, have sufficient spare capacity to carry a fire pump load should the building be sprinklered and require an electric fire pump.

Indoor Diesel Generator System Automatic Transfer Switch

Diesel Fuel Daytank


MARCH 11, 2019

APPENDIX “A”


Existing Conditions: Wiring SystemsFeeder and branch circuit wiring systems in the building consist of traditional conduit and conductors. Approximately 90% of the feeders (including the service feeder) are original, are in fair to poor condition and are near the end of their useful life. Approximately 10% of the feeders were installed between 1994 and 2002 and are in good condition. Approximately 90% of the branch circuit conductors are original, are in fair to poor condition and are near the end of their useful life. Approximately 10% of the branch circuit conductors were installed between 1994 and 2002 and are in good condition. Wiring devices (lighting switches and convenience outlets - receptacles) and are generally in poor condition and are near the end of their useful life. Convenience outlets (receptacles) were observed to be of the grounding type. At least one outdoor outlet was missing its weather-proof cover and was not a ground-fault interrupter type outlet (code requirement). The indoor and outdoor outlets pictured below are unsafe and should be replaced immediately.

Typical Light Switches Indoor 125V Outlet Outdoor 125V Outlet


MARCH 11, 2019

APPENDIX “A”


Existing Conditions: Exterior LightingExterior pole lighting is a mix of utility company flood lighting fixtures that are in good condition and District owned/maintained Architectural fixtures that are in critical condition (some of the original fixtures are not working per District representatives), and recently installed (less than 10 years) LED Architectural fixtures that are in very good condition. Illumination levels for the areas covered by the original pole fixtures appear to be inadequate. The School District prefers to replace the existing utility pole lighting and original Architectural poles/fixtures with new District-owned and maintained LED area pole lighting. Building mounted exterior lighting consists of a mix of approximately 50% original HID wallpacks that are in poor condition and 50% second generation HID or Compact Fluorescent wallpacks that are in good condition. Exterior soffit lighting fixtures are unprotected original mercury vapor fixtures that are in poor condition.

Utility/Original Pole Lighting

Original Pole Lighting

LED Pole Lighting

Original Outdoor Wallpack

2nd Generation Wallpack

Mercury Vapor Soffit Fixture


MARCH 11, 2019

APPENDIX “A”


Existing Conditions: Interior LightingApproximately 90% of the existing lighting fixtures consist of primarily 2' x 4' fluorescent troffers with T8 lamps and electronic ballasts that were installed in 2001 and are in fair condition. Illumination levels appear to be generally adequate per IES standards. Exit signs are LED type with polycarbonate housing that were installed in 2001 and are in fair condition.

Existing Conditions: Emergency Lighting (Code Related Item)Emergency lighting consists of exit signs and select lighting fixtures connected to the emergency generator system. However, existing original 1980’s emergency lighting circuits were reused during the lighting renovations, and they are in fair to poor condition.

Existing Conditions: Lightning Protection SystemThere is an existing roof mounted lightning protection system that appears to be in good condition (replacement not recommended).

Typical Classroom Lighting Gymnasium Lighting

Media Center Lighting Typical Exit Sign


MARCH 11, 2019

APPENDIX “A”


Existing Conditions: Lighting ControlsExterior lighting controls: The configuration of exterior lighting controls appears to be is unknown as a central low voltage control system was not observed. Control appears to be by separate photocells. Interior lighting controls consist of occupancy sensors (classrooms do not appear to have occupancy sensors), most of which appear to be in fair to poor condition.

Existing Conditions: Performance Lighting (Gym Platform)Performance lighting consists of incandescent track down lighting above the Gym Platform only (no “front lighting” fixtures in Gym) with minimal coverage and minimal Leigh Dimming diming controls. The performance lighting track and fixtures are in good condition but do not meet current District standards for performance lighting. Refer to the separate report prepared by Others, FOR ADDITIONAL INFORMATION.

Existing Conditions: Performance Sound SystemThe Gym Platform currently utilizes a portable performance sound system and does not have a permanent performance sound system. Refer to the separate report prepared by Others, FOR ADDITIONAL INFORMATION

Occupancy Sensors

Gym Platform Lighting

Lehigh Dimming Controls


MARCH 11, 2019

APPENDIX “A”


Existing Conditions: Fire Alarm System (Code Related Item)The fire alarm system is a 2nd generation addressable Simplex 4001U fire alarm system that was installed approximately 15 years ago and is in good condition. However, the system does not comply with the current IBC requirement for voice evacuation which will be required by OSF to bring the system up to current codes during the next major renovation. Devices consist of manual pull stations at exits which are above ADA maximum height of 48”, smoke detection in various utility rooms and at fire doors for automatic release, duct smoke detectors at air handlers, and horn/strobe notification appliances.

Other Low Voltage Systems, that are District-furnished systems but would require raceways and 120V power provisions when these systems are replaced in renovation projects, are addressed in separate reports prepared by Others. Existing conditions for these other low voltage systems are as follows:

Smoke Detector Horn/Strobe

Manual Pull Station Fire Alarm Control Panel


MARCH 11, 2019

APPENDIX “A”


Existing Conditions: CCTVCCTV cameras are primarily IP cameras (est. 10 years old) that are in fair condition. Additional cameras are needed. CCTV headend equipment observed is digital and is in good condition. Refer to the separate report prepared by Others, FOR ADDITIONAL INFORMATION.

Existing Conditions: Access ControlThe access control system is Lenel system that is in good condition (est. < 15 years old) but may require that additional exterior doors be added to the system, depending on the extent of future architectural renovations. Refer to the separate report prepared by Others, FOR ADDITIONAL INFORMATION.

Dome IP Camera Exterior Camera

Digital Video Recorders Access Control System


MARCH 11, 2019

APPENDIX “A”


Existing Conditions: Intrusion DetectionIntrusion detection devices appear to be mostly older devices (< 20 years old that are in fair to poor condition) as maintained by Sonitrol. A new Intrusion detection system is needed. Refer to the separate report prepared by Others, FOR ADDITIONAL INFORMATION.

Existing Conditions: PA/IntercomThe existing system is a 2nd or 3rd generation Bogen system that is estimated to be 10-15 years old and is in good condition. However, the system does not comply with current District specifications. Refer to the separate report prepared by Others, FOR ADDITIONAL INFORMATION.

Existing Conditions: First Responder Radio Enhancement SystemSee Architectural Report and refer to the separate report prepared by Others, FOR ADDITIONAL INFORMATION.

Existing Conditions: Telephone/Data SystemThe existing system is an Avaya/Lucent system that is estimated to be less than 10 years old and is in good condition. No cable tray systems were observed but are needed for cabling. Refer to the separate report prepared by Others, FOR ADDITIONAL INFORMATION.

Motion Sensor Bogen PA/Intercom System

Telephone/Data System


MARCH 11, 2019

APPENDIX “A”


Recommendations:Power Distribution System (General): Replace the service feeder and all distribution feeders (exception: 2002 feeders), and replace all original GE electrical gear and associated feeder and branch circuits (approx. 90% of power distribution system).

Power Distribution System (Emergency/Standby System): Provide a new 200KW Outdoor Diesel Generator (300KW if an electric fire pump is required for a sprinkler system), 100A emergency automatic transfer switch, 260A emergency automatic transfer switch, and new associated 480/277V and 120/208V emergency and non-emergency distribution system panelboards and feeders to separate and distribute power to 120 and 277V emergency/ life safety loads and non-essential 120/208V and 480/277V loads. If an electric fire pump is required, provide a direct feeder (from generator) to the electric fire pump transfer switch/controller.

Exterior Lighting: Remove all existing exterior wall mounted lighting fixtures. Provide fifty (50) new 277V building mounted high performance LED security lighting fixtures (and branch circuits) around the perimeter of the school. Provide twenty (20) new architectural grade poles with LED cut-off lighting for parking areas and driveways. Replace all existing exterior soffit lighting fixtures with approximately (36) new lensed LED downlighting fixtures connected to emergency circuits.

Receptacles and switches: Replace all existing wiring devices and branch circuits.

Emergency Lighting: Upgrade emergency lighting to meet current codes and OSF requirements.

Interior Lighting: Replace all interior lighting (including exit signs), branch circuit wiring, and local switching. Consideration should be given to replacing all T8 fluorescent lighting fixtures with new lay-in LED lighting, including dimming for classroom fixtures to accommodate Audio/Visual applications.

Lighting Controls: Provide a new low voltage lighting control system (with occupancy sensors) for interior and exterior lighting. Fire Alarm System: Replace the entire existing non-voice fire alarm system with a new Mass Notification/Emergency Voice Evacuation Fire Alarm system.

See separate report prepared by others for recommendations regarding the following systems:

Performance Lighting Performance Sound PA/Intercom Telephone/Data

Intrusion DetectionCard Access CCTV First Responder Radio Enhancement


MARCH 11, 2019

robert smalls international academy facilities study

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