osfc report, turpin high school

8/13/2019 OSFC Report, Turpin High School

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Building Information - Forest Hills Local SD (47340) - Turpin High

Program Type Expedited Local Partnership Program (ELPP)

Setting Suburban

Assessment Name Turpin High School (68502) FINAL

Assessment Date 2013-08-22

Cost Set: 2013

Building Name Turpin High

Building IRN 68502

Building Address 2650 Bartels Rd

Building City Cincinnati

Building Zipcode 45244

Building Phone 513-232-7770

Acreage 25.00

Current Grades: 9-12

Teaching Stations 56

Number of Floors 3

Student Capacity 1173

Current Enrollment 1183

Enrollment Date 2013-08-20

Enrollment Date is the date in which the current enrollment was taken.

Number of Classrooms 45

Historical Register NO

Buildings Principal Ms. Peggy Johnson

Building Type High

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Report Generated at 29 Oct 2013 08:Building Information - Forest Hills Local SD (47340) - Turpin High Page 1


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Building Pictures - Forest Hills Local SD(47340) - Turpin High(68502)

North elevation photo: East elevation photo:

South elevation photo: West elevation photo:

GENERAL DESCRIPTION

204,195 Total Existing Square Footage

1976,1976,1999,1999,2001Building Dates

9-12 Grades

1,183 Current Enrollment

56 Teaching Stations

25.00 Site Acreage

Turpin High School, which is not on the National Register of Historic Buildings, and originally constructed in 1976, is a 4 story, 204,195 square foot brick school building located a suburban residential setting. The facility was originally designed as an Open Concept plan but has been converted to a conventionally partitioned design, and does not utilizemodular buildings. The structure of the 1976 Original Construction contains brick veneer on a non-load bearing masonry wall system with a reinforced concrete interior structurasystem type exterior wall construction. The structure of the 1999 and 2001 Additions contains brick veneer on load bearing masonry wall type exterior wall construction. The

overall facility has concrete masonry units, brick, glazed block, concrete, metal stud framed partitions with gypsum board, wood stud framed partitions with wood paneling andgypsum board and operable partition type wall construction in the interior. The base floor system of the overall facility is a concrete slab on grade type construction. The floorsystem of the intermediate floors of the 1976 Original Construction consists of precast hollow core concrete panels with concrete topping on a cast-in-place concrete column andbeam frame type construction. The floor system of the intermediate floors of the 1999 and 2001 Additions consists of metal form deck on steel joist with concrete topping typeconstruction. The roof structure of the 1976 Original Construction is a combination of precast hollow core concrete panels and metal form deck on steel joist type construction. Troof structure of the Gymnasium Mezzanines is steel deck on sloping steel joist type construction. The roof structure of the Gymnasium is steel deck on steel flat truss typeconstruction. The roof structure over the 1999 Auditorium Fixed Seating Area is vinyl faced batt insulation with purlins on steel sloping flat truss type construction. The roofstructure of the 1999 and 2001 Additions is metal form deck on steel joist type construction. The roofing system over the 1976 Original Construction is a combination of a standinseam metal roof system that was installed in 1976, a fully adhered EPDM membrane system over the Gymnasium and Athletic Entrance that was installed in 1992, a granularasphalt rolled roofing system that was installed in 1998, a modified asphalt built-up system with gravel wear coat that was installed in 1999, and a fully adhered EPDM membransystem over the Music and Technology Area C that was installed in 2013. The roofing system over the 1999 Addition is a combination of a standing seam metal roof system thatwas installed in 1999, and a fully adhered EPDM membrane system that was installed in 1999. The roofing system over the 2001 Addition is a modified asphalt built-up systemwith gravel wear coat that was installed in 2001. The ventilation system of the building is not adequate to meet the needs of the users. The Classrooms are undersized in terms othe current standards established by the State of Ohio. Physical Education and Student Dining spaces consist of 8,215 SF Gymnasium, 8,241 SF Natatorium, and separateStudent Dining. The electrical system for the facility is generally adequate, but will not meet the needs of future system upgrades. The facility is equipped with a non-compliantsecurity system. The building has a compliant manual and automatic fire alarm system. The 1976 Original Construction and 2001 Addition are not equipped with an automated fsuppression system. The 1999 Addition is equipped with a compliant automated fire suppression system. The 1976 Original Construction contains asbestos. The overall buildingis not compliant with ADA accessibility requirements, except for the 1999 and 2001 Additions, which are mostly compliant.

The school is located on a 25.0 acre site shared with Mercer Elementary School adjacent to residential properties. The property, play areas, and athletic facilities are partiallyfenced for security. Access onto the site is unrestricted. Site circulation is fair for vehicular traffic and poor for pedestrian access. There is not dedicated space for school buses tload and unload on the site, and is not separated from vehicular traffic. Parking for staff, visitors and community events is inadequate. This High School was originally designed an Open Concept plan but was converted to a conventionally partitioned design in the 1980s.

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Report Generated at 29 Oct 2013 08Building Pictures - Forest Hills Local SD(47340) - Turpin High(68502) Page 2


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Building Construction Information - Forest Hills Local SD (47340) - Turpin High (68502)

Name Year Handicapped Access Floors Square Feet

Natatorium 1976 no 1 8,241

Original Construction 1976 no 4 165,799

Auditorium Fixed Seating Area 1999 yes 1 4,161

Classroom Addition 1999 yes 2 16,706

Athletic Addition 2001 yes 2 9,288

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Report Generated at 29 Oct 2013 08Building Construction Information - Forest Hills Local SD (47340) - Turpin High (68502) Page 3


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Building Component Information - Forest Hills Local SD (47340) - Turpin High (68502)

AdditionAuditorium

FixedSeating

CorridorsAgriculturalEducation

Lab

PrimaryGymnasium

MediaCenter

VocationalSpace

StudentDining

Kitchen NatatoriumIndoorTracks

AdultEducation

BoardOffices

OutsideAgencies

AuxiliarGymnasiu

Natatorium (1976) 8241

Original Construction(1976)

24147 8215 5959 4412 5336 4302

Auditorium FixedSeating Area (1999)

4161

Classroom Addition(1999)

2555

Athletic Addition(2001)

373

Total 4,161 27,075 0 8,215 5,959 4,412 5,336 4,302 8,241 0 0 0 0 0

Master PlanningConsiderations

Due to the size of the shared site expansion is not recommended. The site is sloped and has a heavily wood area bordering the propertyand the adjacent street.

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Report Generated at 29 Oct 2013 08Building Component Information - Forest Hills Local SD (47340) - Turpin High (68502) Page 4


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Existing CT Programs for AssessmentNext Page

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Program Type Program Name Related Space Square Feet

No Records Found

Legend:

Not in current design manual

In current design manual but missing from assessment

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Main Assessment Menu - Forest Hills Local SD (47340) - Turpin High (68502)

Building Summary - Turpin High (68502)

District: Forest Hills Local SD

Name: Turpin High

Address: 2650 Bartels Rd

Cincinnati,OH 45244

Bldg. IRN: 68502

County: Hamilton Area: Southwestern Ohio (1)

Contact: Ms. Peggy Johnson

Phone: 513-232-7770

Date Prepared: 2013-08-22 By: Julie Apt

Date Revised: 2013-10-29 By: Julie Apt

Current Grades 9-12 Acreage: 25.00

Proposed Grades N/A Teaching Stations: 56

Current Enrollment 1183 Classrooms: 45

Projected Enrollment N/A

Addition Date HA Number ofFloors

Current SquareFeet




Auditorium Fixed SeatingArea

1999 yes 1 4,161


Total 204,195

*HA = Handicapped Access

*Rating =1 Satisfactory

=2 Needs Repair

=3 Needs Replacement

*Const P/S = Present/Scheduled Construction

FACILITY ASSESSMENTCost Set: 2013 Rating

DollarAssessment C

A. Heating System 3 $6,967,133.40 -

B. Roofing 2 $330,631.97 -

C. Ventilation / Air Conditioning 2 $117,097.50 -

D. Electrical Systems 3 $3,069,527.80 -

E. Plumbing and Fixtures 2 $166,500.00 -

F. Windows 3 $277,933.60 -

G. Structure: Foundation 2 $51,550.00 -

H. Structure: Walls and Chimneys 2 $808,640.00 -

I. Structure: Floors and Roofs 1 $0.00 -

J. General Finishes 3 $5,112,835.25 -

K. Interior Lighting 3 $1,020,975.00 -

L. Security Systems 3 $412,354.95 -M. Emergency/Egress Lighting 3 $204,195.00 -

N. Fire Alarm 2 $8,000.00 -

O. Handicapped Access 3 $495,705.60 -

P. Site Condition 2 $782,943.00 -

Q. Sewage System 1 $0.00 -

R. Water Supply 1 $0.00 -

S. Exterior Doors 3 $73,216.00 -

T. Hazardous Material 3 $109,904.80 -

U. Life Safety 3 $770,449.60 -

V. Loose Furnishings 3 $575,379.00 -

W. Technology 3 $1,112,399.40 -

- X. Construction Contingency /Non-Construction Cost

- $5,488,846.35 -

Total $27,956,218.22

CEFPI Appraisal Summary

Section Points Possible Points Earned Percentage Rating CategoCover Sheet

1.0The School Site 100 61 61% Borderl

2.0Structural and Mechanical Features 200 119 60% Borderl

3.0Plant Maintainability 100 66 66% Borderl

4.0Building Safety and Security 200 153 77% Satisfacto

5.0Educational Adequacy 200 129 65% Borderl

6.0Environment for Education 200 135 68% Borderl

LEED Observations

Commentary

Total 1000 663 66% Borderl

Enhanced Environmental Hazards Assessment Cost Estimates

C=Under Contract

Renovation Cost Factor 98.14

Cost to Renovate (Cost Factor applied) $27,436,232

The Replacement Cost Per SF and the Renovate/Replace ratio are only provided when this summary requested from a Master Plan.

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Report Generated at 29 Oct 2013 08Main Assessment Menu - Forest Hills Local SD (47340) - Turpin High (68502) Page 6


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Original Construction (1976) Summary


Name: Turpin High


Cincinnati,OH 45244

Bldg. IRN: 68502



Phone: 513-232-7770








Current SquareFeet





1999 yes 1 4,161


Total 204,195


*Rating =1 Satisfactory

=2 Needs Repair




DollarAssessment C

A. Heating System 3 $5,657,061.88 -

B. Roofing 2 $233,340.52 -


D. Electrical Systems 3 $2,690,917.77 -


F. Windows 3 $274,993.60 -




J. General Finishes 3 $4,807,121.47 -

K. Interior Lighting 3 $828,995.00 -


N. Fire Alarm 2 $4,000.00 -






T. Hazardous Material 3 $109,520.80 -

U. Life Safety 3 $714,356.80 -


W. Technology 3 $961,634.20 -


- $4,765,368.04 -

Total $24,271,342.36









LEED Observations

Commentary



C=Under Contract



The Replacement Cost Per SF and the Renovate/Replace ratio are only provided when this summary requested from a Master Plan.



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Natatorium (1976) Summary


Name: Turpin High


Cincinnati,OH 45244

Bldg. IRN: 68502



Phone: 513-232-7770








Current SquareFeet





1999 yes 1 4,161


Total 204,195


*Rating =1Satisfactory

=2 Needs Repair




DollarAssessment C

A. Heating System 3 $281,182.92 -

B. Roofing 2 $0.00 -


D. Electrical Systems 3 $133,751.43 -

E. Plumbing and Fixtures 2 $0.00 -

F. Windows 3 $0.00 -

G. Structure: Foundation 2 $0.00 -

H. Structure: Walls and Chimneys 2 $0.00 -


J. General Finishes 3 $0.00 -


L. Security Systems 3 $0.00 -M. Emergency/Egress Lighting 3 $8,241.00 -

N. Fire Alarm 2 $0.00 -


P. Site Condition 2 $0.00 -



S. Exterior Doors 3 $0.00 -

T. Hazardous Material 3 $82.40 -

U. Life Safety 3 $26,371.20 -

V. Loose Furnishings 3 $0.00 -

W. Technology 3 $0.00 -


- $121,321.52 -

Total $617,924.17









LEED Observations

Commentary



C=Under Contract


Cost to Renovate (Cost Factor applied) $606,430

The Replacement Cost Per SF and the Renovate/Replace ratio are only provided when this summary isrequested from a Master Plan.



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Classroom Addition (1999) Summary


Name: Turpin High


Cincinnati,OH 45244

Bldg. IRN: 68502



Phone: 513-232-7770








Current SquareFeet





1999 yes 1 4,161


Total 204,195


*Rat ing =1 Sat isfactory

=2 Needs Repair




DollarAssessment C


B. Roofing 2 $70,244.95 -




F. Windows 3 $2,940.00 -




J. General Finishes 3 $300,856.18 -










U. Life Safety 3 $0.00 -


W. Technology 3 $96,894.80 -


- $382,062.44 -

Total $1,945,950.06









LEED Observations

Commentary



C=Under Contract



The Replacement Cost Per SF and the Renovate/Replace ratio are only provided when this summary irequested from a Master Plan.



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Auditorium Fixed Seating Area (1999) Summary


Name: Turpin High


Cincinnati,OH 45244

Bldg. IRN: 68502



Phone: 513-232-7770








Current SquareFeet





1999 yes 1 4,161


Total 204,195



=2 Needs Repair




DollarAssessment C


B. Roofing 2 $27,046.50 -



E. Plumbing and Fixtures 2 $0.00 -


G. Structure: Foundation 2 $0.00 -

H. Structure: Walls and Chimneys 2 $0.00 -


J. General Finishes 3 $0.00 -


L. Security Systems 3 $0.00 -M. Emergency/Egress Lighting 3 $4,161.00 -


O. Handicapped Access 3 $0.00 -

P. Site Condition 2 $0.00 -



S. Exterior Doors 3 $0.00 -


U. Life Safety 3 $0.00 -

V. Loose Furnishings 3 $0.00 -

W. Technology 3 $0.00 -


- $56,164.10 -

Total $286,059.34









LEED Observations

Commentary



C=Under Contract






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Athletic Addition (2001) Summary


Name: Turpin High


Cincinnati,OH 45244

Bldg. IRN: 68502



Phone: 513-232-7770








Current SquareFeet





1999 yes 1 4,161


Total 204,195



=2 Needs Repair




DollarAssessment C


B. Roofing 2 $0.00 -








J. General Finishes 3 $4,857.60 -



N. Fire Alarm 2 $4,000.00 -







U. Life Safety 3 $29,721.60 -


W. Technology 3 $53,870.40 -


- $163,930.25 -

Total $834,942.29









LEED Observations

Commentary



C=Under Contract






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Facility Assessment

A. Heating System

Description: The existing system for the 1976 Original Construction is an electric fired heated water boiler type system, installed in 1976, and is in faircondition. The system in 1976 Natatorium is an extension of that found in the 1976 Original Construction. The existing system for the 1999Addition is an electric fired heated water boiler type system, installed in 1999, and is in fair condition. The system in 1999 Auditorium FixedSeating Area is an extension of that found in the 1999 Addition. The existing system for the 2001 Addition is a natural gas fired heated waterboiler type system, installed in 2001, and is in good to fair condition. The heating and chilled water system in the overall facility is a 4-pipe systemwith a capacity for simultaneous heating and cooling operation, which is compliant with the OSDM requirements for basic system type. The 1976Original Construction is equipped with four (4) heated water boilers, manufactured by Peerless, which were installed in 1976 and are in faircondition. Heating water is distributed to terminal units consisting of air handlers. The terminal equipment was installed in 1976 with incrementalupgrades and is in fair condition. The 1999 Addition is equipped with two (2) heated water boilers, manufactured by Weil-McLain, which wereinstalled in 1999 and are in fair condition. Heating water is distributed to terminal units consisting of air handlers. The terminal equipment wasinstalled in 1999 and is in fair condition. The 2001 Addition is equipped with one (1) heated water boiler, manufactured by Ray-Pack, which wasinstalled in 2001 and are in good to fair condition. Heating water is distributed to terminal units consisting of air handlers. The terminal equipmentwas installed in 2001 and is in good to fair condition. The system does not appear to comply with the 15 CFM per person fresh air requirements ofthe Ohio Building Code mechanical code and Ohio School Design Manual. The DDC/digital type system temperature controls are original to eachaddition with recent upgrades and are in good to fair condition. The system does not however feature individual temperature controls in all spacesrequired by the OSDM. The overall system does not feature any central energy recovery systems. The facility is not equipped with louveredinterior doors to facilitate Corridor utilization as return air plenums. The existing system is ducted, but the ductwork cannot be integrated into apossible future system due to arrangement, air volume, and routing of existing ductwork. Floor to structural deck heights in the 1976 OriginalConstruction will not accommodate the installation of properly sized ductwork for a future Ohio School Design Manual approved system. Theoverall heating system is evaluated as being in safe but inefficient working order, and long term life expectancy of the existing system is notanticipated. The majority of the overall facility, except for the 1976 Original Construction Gymnasium and Locker Rooms and 1976 Natatorium, isequipped with central air conditioning. The site does not contain underground fuel tanks.

Rating: 3 Needs Replacement

Recommendations: Provide new overall heating, ventilating, and air conditioning system to achieve compliance with Ohio Building Code and Ohio School DesignManual standards. Replace existing ductwork to facilitate efficient exchange of conditioned air. Provide architectural soffits to accommodate theinstallation of ductwork in the 1976 Original Construction.

Item Cost Unit WholeBuilding

Natatorium(1976)8,241 ft!

OriginalConstruction(1976)165,799 ft!

Auditorium FixedSeating Area(1999)4,161 ft!

ClassroomAddition(1999)16,706 ft!

AthleticAddition(2001)9,288 ft!

Sum Comments

HVAC SystemReplacement:

$26.12sq.ft. Required Required Required Required Required $5,333,573.40(includes demo of existing system andreconfiguration of piping layout and newcontrols, air conditioning)

Convert ToDucted System

$8.00sq.ft. Required Required Required Required Required $1,633,560.00(includes cost for vert. & horz. chases, copenings, soffits, etc. Must be used inaddition to HVAC System Replacement the existing HVAC system is non-ducted

Sum: $6,967,133.40$281,182.92 $5,657,061.88 $141,973.32 $570,008.72 $316,906.56

Electric Fired Boiler Electric Fired Boiler

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Report Generated at 29 Oct 2013 08:Facility Assessment Page 12


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Facility Assessment

B. Roofing

Description: The roof over the 1976 Original Construction is a combination of a standing seam metal roof system that was installed in 1976, and is in good tofair condition, a fully adhered EPDM membrane system over the Gymnasium and Athletic Entrance that was installed in 1992, and is in goodcondition, a granular asphalt rolled roofing system that was installed in 1998, and is in fair condition, a modified asphalt built-up system withgravel wear coat that was installed in 1999, and is in fair to poor condition, and a fully adhered EPDM Carlisle membrane system over the Musicand Technology Area C that was installed in 2013, and is in good condition. The roof over the 1999 Addition is a combination of a standing seammetal roof system that was installed in 1999, and is in poor condition, and a fully adhered EPDM Carlisle membrane system that was installed in1999, and is in good condition. The roof over the 2001 Addition is a modified asphalt built-up system with gravel wear coat that was installed in2001, and is in good condition. There are District reports of current leaking in the south side of the Gymnasium Mezzanine in the 1976 OriginalConstruction due to flashing issues around the exhaust fan. Signs of past leaking were observed during the physical assessment. Access to theroof of the 1976 Original Construction was gained by a roof access door and various exterior access ladders that are in good condition. Access tothe roof of the 1999 Addition was gained by two access hatches and access ladders that are in good condition. Access to the roof of the 2001Addition was gained by roof access door that is in good condition. Fall safety protection cage is required at the Stage of the 1999 Addition, hasbeen provided, and is compliant, in good condition. There were no observations of standing water on the roof. Metal cap flashings and copingsare in fair condition. Roof storm drainage is addressed through a system of gutters and downspouts, roof drains, and through-wall scuppers,which are properly located, and in good condition except where downspouts are no longer connected to gutters. The roof of the 1976 OriginalConstruction is not equipped with overflow roof drains, though they are needed next to the stair tower where there is a raised parapet in themiddle of the roof area. The roof of the 1999 Addition is not equipped with overflow roof drains, though they are needed over the AuditoriumEntrance Lobby. The roof of the 2001 Addition is equipped with overflow roof drains, in sufficient quantity and in good condition. On the 1999Addition, the existing sealer was not compatible with the original paint surface, causing it to delaminate from the surface of the standing seammetal roof system. Additional study will need to be done prior to repainting the standing seam metal roof system. Problems requiring attentionwere encountered with roof penetrations over the south side of the Gymnasium Mezzanine in the 1976 Original Construction. There are not anycovered walkways attached to this structure.

Rating: 2 Needs Repair

Recommendations: The modified asphalt built-up system with gravel wear coat, a fully adhered EPDM membrane system over the Gymnasium and Athletic Entranceand granular asphalt rolled roofing system over the 1976 Original Construction, as well as the fully adhered EPDM membrane roof system overthe 1999 Addition require replacement to meet Ohio School Design Manual guidelines for age of system and due to condition. The flashing of theexhaust fan over the south side of the Gymnasium Mezzanine in the 1976 Original Construction require replacement due to condition. The copingat the connection of the 1976 Original Construction to the 1999 Addition require replacement due to condition. Due to existing conditions guttersand downspouts require rework to make water tight mechanical connections. The standing seam metal roof system over the 1999 Additionrequires application of an appropriate uniform coating. Provide overflow roof drains on the 1976 Original Construction next to the stair tower andon the 1999 Addition over the Auditorium Entrance Lobby.





ClassroomAddition (1999)16,706 ft!


Sum Comments

Membrane (all types): $8.27sq.ft.(Qty)

27,676 Required 2,385 Required $248,604.47(unless under 10,000 sq.ft.)

Repair/replace capflashing and coping:

$17.50ln.ft . 12 Required 20 Required $560.00

Gutters/Downspouts $12.50ln.ft. 140 Required $1,750.00

Overflow Roof Drains and

Piping:

$2,500.00each 1 Required 1 Required $5,000.00

Other:Metal StandingSeam Roof Coating

$6.50sq.ft.(Qty)

4,161 Required 7,334 Required $74,717.50Recoat metal standing seamroof panel system withappropriate uniform coating.

Sum: $330,631.97 $0.00 $233,340.52 $27,046.50 $70,244.95 $0.00



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Standing Seam Metal Roof Over the 1999 Addi tion Gutter and Downspout Attachment On the 1976 Original Construction




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Facility Assessment

C. Ventilation / Air Conditioning

Description: The majority of the overall facility, except for the 1976 Original Construction Gymnasium, Locker Rooms and the 1976 Natatorium, is equippedwith an electric fired chilled water type central air conditioning system, original to each addition with incremental upgrades as late as 2002, and isin fair. The majority of the facility is supplied AC via a Marley cooling tower with Carrier chillers, which provide cooling air via air handlers. Theoverall facility is also supplied by a roof top condensing unit and deck mounted chiller, which provides cooling air via air handlers. Several otherareas, including the Student Dining, are equipped with roof top and deck mounted ducted packaged HVAC units, which provide cooling air tothose areas. The terminal equipment is original to each addition with incremental upgrades and is in fair condition. A window unit is provided in anOffice location of the 1976 Original Construction. An isolated room system consisting of a pad mounted ducted packaged HVAC unit is providedin the 2001 Addition. The ventilation system in the overall facility consists of air handlers, original to each addition and in fair condition, providingfresh air to Classrooms, and to other miscellaneous spaces such as Gymnasium, Student Dining, and Media Center. Relief air venting is providedby air handlers and central relief fans. The ventilation system does not appear to meet the Ohio Building Code 15 CFM per occupant fresh airrequirement. The overall system is not compliant with Ohio Building Code and Ohio School Design Manual requirements. Dust collection systemsare not required in this facility. The Art program is equipped with three (3) kilns, and existing kiln ventilation systems are inadequate, and in faircondition. General building exhaust systems for Restrooms, Storage Rooms, Art Rooms, and Custodial Closets appear to be adequately placed,but in fair condition.


Recommendations: Provide replacement of the air conditioning system to meet with Ohio Building Code and Ohio School Design Manual requirements. Pricingincluded in Item A. Replace general building exhaust systems located in Restrooms, Storage Rooms, and Custodial Closets. Replace the existingArt Program kiln ventilation systems due to age, condition, and non-OSDM compliance.







Sum Comments

Kiln Exhaust

System:

$5,000.00each 3 Required $15,000.00

Other:GeneralBuilding ExhaustSystem

$0.50sq.ft. Required Required Required Required Required $102,097.50Replace general building exhaustsystems located in Restrooms, StoragRooms, and Custodial Closets.

Sum: $117,097.50 $4,120.50 $97,899.50 $2,080.50 $8,353.00 $4,644.00

Pad Mounted Cooling Tower Roof Top Condensing Unit




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Facility Assessment

D. Electrical Systems

Description: There are two (2) electrical systems provided to the 1976 Original Construction. Each is a 480 volts, 800 amp, 3 phase and 4 wire systeminstalled in 1976, and is in fair condition. The systems in the 1976 Natatorium and 2001 Addition are an extension of that found in the 1976Original Construction. The electrical system provided to the 1999 Addition is a 480 volts, 800 amp, 3 phase, 4 wire system installed in 1999, andis in good to fair condition. The system in the 1999 Auditorium Fixed Seating Area is an extension of that found in the 1999 Addition. Power isprovided to the school by multiple utility owned, pad-mounted transformers located throughout the exterior of facility, and in good to fair condition.The panel systems, original to each addition with incremental upgrades, are in good to fair condition, but cannot be expanded to add additionalcapacity. The Classrooms are not equipped with adequate electrical outlets. The typical Classroom contains three (3) general purpose outlets,zero (0) dedicated outlets for each Classroom computer, and one (1) dedicated outlet for each Classroom television. Some Classrooms areequipped with as many as five (5) general purpose outlets, while others are equipped with as few as two (2) general purpose outlets. There arenot any spaces that have no electrical outlets. The Corridors are equipped with adequate electrical outlets for servicing. Adequate GFI protectedexterior outlets are provided around the perimeter of the building. Only the 1976 Original Construction and 2001 Addition are equipped with anemergency generator. The unit is a compliant Kohler natural gas emergency generator, in good condition, however the unit is undersized toprovide additional generation for the remainder of the overall facility. Adequate lightning protection safeguards are not provided. Stage lightingpower system including control panel, breakers, and dimmers is inadequately provided, in fair condition and does not meet OSDM requirements.The electrical systems in the 1976 Original Construction and 1976 Natatorium does not meet Ohio School Design Manual requirements insupporting the current needs of the school, and will be inadequate to meet the facilitys future needs. The electrical systems in the remainder ofthe overall facility does not fully meet Ohio School Design Manual requirements in supporting the current needs of the school, and will be partiallyinadequate to meet the facilitys future needs.


Recommendations: Provide complete replacement of the electrical systems in the 1976 Original Construction and 1976 Natatorium due to age, condition, lack ofsome OSDM-required features, and to accommodate the replacement of the air conditioning system. Provide partial replacement of the electricalsystems in the remainder of the overall facility due to age, condition, lack of some OSDM-required features, and to accommodate thereplacement of the air conditioning system. Replace the existing emergency generator due to inadequate capacity, with funding included in theelectrical system replacement. Provide adequate lightning protection safeguards in the overall facility, including associated grounding system,with funding included in the electrical system replacement. Provide control panel, dimmers, and breakers to support the Stage lighting system,with funding included in the electrical system replacement.




AuditoriumFixed SeatingArea (1999)4,161 ft!



Sum Comments

SystemReplacement:

$16.23sq.ft. Required Required $2,824,669.20(Includes demo of existing system. Includesgenerator for life safety systems. Does notinclude telephone or data or equipment) (Usitems below ONLY when the entire system NOT being replaced)

Other:PartialSystemReplacement

$8.12sq.ft. Required Required Required $244,858.60Provide part ial replacement of the electricasystem due to age, condition, lack of someOSDM-required features, and toaccommodate the replacement of the airconditioning system.

Sum: $3,069,527.80$133,751.43 $2,690,917.77 $33,787.32 $135,652.72 $75,418.56

Main Electrical Distribution Panel Pad Mounted Transformer



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Facility Assessment

E. Plumbing and Fixtures

Description: The 4 service entrance is equipped with a 4 reduced pressure back flow preventer in good condition. A water treatment system is provided andis in good condition, though none is needed. The domestic water supply piping in the overall facility is copper, is original to each addition, and isin good condition. The waste piping in the 1976 Original Construction and 1999 Addition is cast iron and PVC, is original to each addition, and isin good condition. The waste piping in the 2001 Addition is PVC, was installed in 2001, and is in good condition. The 1976 Original Constructionand 1999 Addition are equipped with two 119 gallon electric water heaters in good condition. The 2001 Addition is equipped with 1 AO Smith gaswater heaters in good condition, with 1 separate AO Smith 500 gallon storage tank in good condition. The Natatorium pool is heated by oneRheem Raypak electric booster heater. The school contains 8 Large Group Restrooms for boys, 8 Large Group Restrooms for girls, 3 LockerRoom Restrooms for boys, 2 Locker Room Restrooms for girls, 2 Restrooms associated with specialty Classrooms, and 6 Restrooms for staff.Boys Large Group Restrooms contain 7 ADA and 9 non-ADA wall mounted flush valve toilets, 2 ADA and 18 non-ADA wall mounted flush valveurinals, as well as 1 ADA and 18 non-ADA wall mounted lavatories. Girls Large Group Restrooms contain 9 ADA and 18 non-ADA wall mountedflush valve toilets, as well as 1 ADA and 21 non-ADA wall mounted lavatories. The 3 Boys Locker Room Restrooms contain 2 ADA and 3non-ADA wall mounted flush valve toilets, 1 ADA and 4 non-ADA wall mounted flush valve urinals, 2 ADA and 5 non-ADA wall mountedlavatories, as well as 2 ADA and 30 non-ADA showers. The 2 Girls Locker Room Restrooms contain 1 ADA and 5 non-ADA wall mounted flushvalve toilets, no ADA and 9 non-ADA wall mounted lavatories, as well as no ADA and 31 non-ADA showers. Staff Restrooms contain no ADA and9 non-ADA wall and floor mounted flush valve toilets, no ADA and 2 non-ADA wall mounted urinals, as well as no ADA and 9 non-ADA wallmounted lavatories. Condition of fixtures is good. The facility is equipped with no ADA and 2 non-ADA drinking fountains, in good condition, aswell as 4 ADA and 13 non-ADA electric water coolers, in fair condition. High School Special Education Classrooms are not equipped with sinkmounted type drinking fountains. Special Education Classrooms are not equipped with the required Restroom facilities. Kitchen is equipped withthe required Restroom, and fixtures are in good condition. Heath Clinic is equipped with the required Restroom, and fixtures are in goodcondition. Due to existing grade configuration, Kindergarten / Pre-K Classroom Restroom considerations are not relevant. Kitchen fixtures consistof 4 single compartment sinks, 2 double compartment sinks, 1 triple compartment sink, 1 dishwasher, 2 disposals, and 2 hand sinks, which are ingood condition. The Kitchen is equipped with a satisfactory grease interceptor. The Kitchen is provided the required 140 degree hot water supplyvia a booster type water heater, which is in good condition. Concessions fixtures consist of 2 single compartment sinks. The school meets theOBC requirements for fixtures. Relative to LEED requirements, the school is not equipped with low flow type fixtures. Per OBC and OSDMrequirements this facility should be equipped with 20 toilets, 12 urinals, 26 lavatories, 4 Classroom sink mounted drinking fountains, and 14electric water coolers. Observations revealed that the school is currently equipped with 70 toilets, 29 urinals, 76 lavatories, no Classroom sinkmounted drinking fountains, and 17 electric water coolers. ADA requirements are not met for fixtures and drinking fountains (see Item O).

Custodial Closets are properly located and are adequately provided with required service sinks or floor drain sinks, which are in good to faircondition. Science Classrooms / Project Laboratories are equipped with required utility sink, gas connections, and safety shower / eyewash ingood condition. Science Classrooms / Project Laboratories are not equipped with required compressed air connections. Biology and ChemistryClassrooms are equipped with PVDF acid waste systems and 1 neutralization tank, which is in good condition. Adequate exterior wall hydrantsare provided.


Recommendations: To facilitate the schools compliance with OBC and OSFC fixture requirements, provide 2 new lavatories and 4 lavatory mounted type drinkingfountains for High School Special Education Classrooms. Due to age, condition, LEED, and OSFC requirements, provide 13 new electric watercoolers and 199 new low flow flush valves and faucets. See Item O for replacement of f ixtures related to ADA requirements. Provide the ScienceClassrooms with the required compressed air connections. Provide required lavatory and sink mounted type drinking fountains in High SchoolSpecial Education Classroom spaces.



OriginalConstruction(1976)

165,799 ft!

AuditoriumFixed SeatingArea (1999)

4,161 ft!

ClassroomAddition(1999)

16,706 ft!

AthleticAddition(2001)

9,288 ft!

Sum Comments

Sink: $2,500.00unit 2 Required $5,000.00(new)

Sink: $1,500.00unit 4 Required $6,000.00(remove / replace)Electric water cooler: $3,000.00unit 13 Required $39,000.00(double ADA)Replace faucets and flushvalves

$500.00per unit 157 Required 22 Required 20 Required $99,500.00(average cost toremove/replace)

HIGH BAY/INDUSTRIALSPACE - LAB TYPES 5,6,7 -Compressed Air Connections

$15,000.00persystem

1 Required $15,000.00

Other:Lavatory Mounted TypeDrinking Fountain

$500.00each 4 Required $2,000.00Add lavatory mounteddrinking fountain for SpecEducation Classrooms.

Sum: $166,500.00 $0.00 $139,500.00 $0.00 $17,000.00 $10,000.00



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Typical Ar t Classroom Lavatory With PVC Piping And Solids Intercepter Typical Large Group Restroom In the 1999 Addit ion




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Facility Assessment

F. Windows

Description: The 1976 Original Construction is equipped with aluminum frame windows with double glazed insulated glazing type window system, which wasinstalled in 1976, and is in poor condition. The window system features inoperable windows in most areas of the building with a limited number ofoperable windows provided throughout the building. Operable windows are equipped with opening limiters in fair to poor condition. Insect screenare not provided. Window system seals are in poor condition, with frequent air and water infiltration being experienced. Window system hardwareis in fair to poor condition. The window system features surface mounted blinds, which are in fair to poor condition. The 1999 Auditorium FixedSeating Area is equipped with thermally broken aluminum frame windows with double glazed insulated glazing type window system, which wasinstalled in 1999, and is in good condition. The window system features inoperable windows in all areas of the Addition. The window system doesnot contain blinds or shades. The 1976 Natatorium, 1999 Addition and 2001 Addition are not equipped with windows. This facility is not equippedwith any curtain wall systems. This facility does not feature any glass block windows. The exterior doors in the 1999 Addition are equipped withaluminum frame sidelights and transoms with tempered double glazed insulated glazing, in good condition. Exterior door vision panels are acombination of tempered single pane glazing and single pane glazing with internal wire mesh. The school contains one acrylic pyramidalaluminum framed skylight located in the 1999 Addition Fixed Seating Area Lobby in good condition. The school does not contain any clerestories.Interior glass is OSDM-compliant. Window security grilles are not provided for ground floor windows. There is not a Greenhouse associated withthis school.


Recommendations: Provide a new insulated window system with integral blinds to meet with Ohio School Design Manual requirements in the 1976 OriginalConstruction. Replace single pane vision panels in the 1999 Addition. Exterior door vision panel replacement for the 1976 Original Constructionand 2001 Addition is addressed in Item S in exterior door replacement scope.







Sum Comments

Insulated Glass/Panels: $57.10sq.ft.

(Qty)

4,816 Required $274,993.60(includes blinds)

Other:Replace SinglePane Exterior Door VisionPanels

$28.00sq.ft.(Qty)

105 Required $2,940.00Replace exterior door visionpanels in 1999 AuditoriumFixed Seating Area.

Sum: $277,933.60 $0.00 $274,993.60 $0.00 $2,940.00 $0.00

Classroom Windows on Front Facade Classroom Windows on Rear Facade




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Facility Assessment

G. Structure: Foundation

Description: The overall facility is equipped with concrete foundation walls on concrete footings, which displayed no locations of significant differentialsettlement, cracking, or leaking, and are in good to fair condition. Areas of minor cracking and spalling in exposed areas of the concretefoundation walls were observed through the overall facility. The District reports that there has been past leaking in a Lower Level Corridor areafrom ground water seeping through floor joints. No grading or site drainage deficiencies were noted around the perimeter of the structure that areor could contribute to foundation or wall structural deterioration.


Recommendations: Repair areas of minor cracking and spalling through the overall facility. Investigate and address ground water issue in Lower Level Corridor.




Auditorium FixedSeating Area (1999)4,161 ft!



Sum Comments

Other:Repair MinorCracks and SpalledAreas

$10.00sq.ft.(Qty)

1,040 Required 605 Required 210 Required $18,550.00Repair areas of minor crackingand spalling through the overafacility.

Other:ResolveGround WaterSeepage

$50.00sq.ft.(Qty)

660 Required $33,000.00Investigate and address grounwater issue in Lower LevelCorridor.

Sum: $51,550.00 $0.00 $43,400.00 $0.00 $6,050.00 $2,100.00

1976 Original Construction Foundation 1999 Classroom Addition Foundation




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Facility Assessment

H. Structure: Walls and Chimneys

Description: The 1976 Original Construction has a brick veneer on a non-load bearing masonry wall system with a reinforced concrete interior structuralsystem which displayed locations of deterioration, and is in fair to poor condition. The exterior masonry appears to have inappropriately spacedand inadequately caulked control joints in fair to poor condition. A limited number of control joints are provided at wall offsets and structuralcolumn locations and are in fair to poor condition. The facility does have sufficient expansion joints, and they are in good to fair condition. Exteriorwalls in the 1976 Original Construction are inadequately insulated. Brick veneer masonry walls are non-conforming cavity walls. Weep holes andvents are not provided or required. The 1999 and 2001 Additions have a brick veneer on load bearing masonry wall system, which displayedlocations of deterioration, and is in good to fair condition. The exterior masonry appears to have appropriately spaced and inadequately caulkedcontrol joints in good to fair condition. Control joints are provided at building corners, wall offsets and equally spaced locations along theperimeter of exterior walls. The additions have sufficient expansion joints, and they are in good condition. Exterior walls in the 1999 and 2001Additions are adequately insulated. Brick veneer masonry walls are cavity walls. Weep holes are provided in sufficient quantity at 48 on center atthe base of masonry cavity walls, and are in good condition. Weep holes are not rope type weeps. Vents are not provided. The exterior masonryhas not been cleaned and sealed in recent years, shows evidence of mortar deterioration and has numerous locations of efflorescence,discoloration, algae and mold. Architectural exterior accent materials consist of plaster soffits and metal fascia panels, which are in fair condition.Installation of new HVAC systems will result in removal of any existing unit ventilators, necessitating the exterior masonry infill of associatedexterior wall voids. Interior walls are concrete masonry units, brick, glazed block, concrete, metal stud framed partitions with gypsum board, woodstud framed partitions with wood paneling and gypsum board and operable partition walls and are in good to fair condition. Interior masonryappears to have adequately spaced and caulked control joints in good condition. Interior soffits in the 1976 Original Construction are of gypsumboard and wood paneling type construction, and in fair condition. The window sills are brick and painted break metal placed over brick sills thathad past leaking issues. Brick sills are in fair condition. Metal sills are in good to fair condition. The exterior lintels are a combination of galvanizedsteel and painted steel. Galvanized steel lintels are in good condition. Painted steel lintels are rusting and in fair condition. There are nochimneys. The facility does not contain entry canopies. Exterior soffits are of plaster type construction, and in fair to poor condition. The schoolcontains two loading docks. The 1976 Original Construction is provided with an uncovered concrete conventional loading dock to facilitate thereceipt of product, supplies, and foodstuffs. The dock is 256 square feet in size. The dock itself is in good condition, and is equipped with bumperpads in good condition. The loading dock is not code compliant due to lack of required safety railings. The 1999 Addition contains an uncoveredloading dock for access to the stage area. The dock is 200 square feet in size. The dock is in good condition, and is equipped with bumper padsin good condition and a removable code compliant railing in good to fair condition. The elevated concrete walkway to 1976 Original Constructionentry shows signs of deterioration due to lack of control joints. The District reports a structural issue in a room off the Media Center where floor

slab is separating from the exterior wall. A 1 to 2 inch gap was observed. The elevated concrete walkway at the 1976 Original ConstructionGymnasium shows signs of concrete deterioration and is equipped with a metal railing that is not compliant with current Ohio Building Codes. Therecessed entry level to the 2001 Addition is missing a code compliant railing at the top of the concrete retaining wall.


Recommendations: Provide tuckpointing in all areas of mortar deterioration as required through the overall facility. Provide masonry cleaning, sealing and caulking asrequired through the overall facility. Install additional control joints as required in the 1976 Original Construction. Recaulk existing control joints.Repoint brick window sills through the 1976 Original Construction. Provide masonry repairs as required in the overall facility. Provide masonryinfill as required in the 1976 Original Construction. Provide code compliant railing at the 1976 Original Construction loading dock. Repair andpaint metal railing at the 1999 Addition loading dock. Provide new railing at the 2001 Addition entry. Prep and paint exposed steel lintels throughthe overall facility. Repair and paint interior soffits in the 1976 Original Construction. Repair and paint plaster soffits in the 1976 OriginalConstruction. Investigate and repair structural issue at the Media Center. Repair elevated concrete walkway to 1976 Original Construction entry.Repair elevated concrete walkway to the Gymnasium in the 1976 Original Construction. Exterior wall insulation deficiencies are addressed in I temJ.



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Sum Comments

Tuckpointing: $5.25sq.ft.(Qty)

19,000 Required 2,492 Required 869 Required $117,395.25(wall surface)

Exterior MasonryCleaning:

$1.50sq.ft.(Qty)

54,308 Required 24,920 Required5,787Required

$127,522.50(wall surface)

Exterior MasonrySealing:

$1.00sq.ft.(Qty)

54,308 Required 24,920 Required5,787Required

$85,015.00(wall surface)

Exterior Caulking: $5.50ln.ft. 2,667 Required 1,539 Required 420 Required $25,443.00(removing and replacing)

Install Control Joints $60.00ln.ft. 1,960 Required $117,600.00

Other:ConcreteWalkway Repair

$15.00sq.ft.(Qty)

683 Required $10,245.00Repair elevated concretewalkway to 1976 Original

Construction entry.Other:Masonry Infill $12.75sq.ft.

(Qty) 142 Required $1,810.50Provide masonry infill as

required in the 1976 OriginalConstruction.

Other:MasonryRepairs

$12.75sq.ft.(Qty)

10,861 Required 1,246 Required 290 Required $158,061.75Provide masonry repairs asrequired in the overall facility.

Other:Prep and PaintExposed Steel Lintels

$8.00sq.ft.(Qty)

590 Required 148 Required 18 Required $6,048.00Prep and paint exposed steellintels through the overall facili

Other:ProvideLoading Dock Railings

$110.00ln.ft. 55 Required $6,050.00Provide code compliant railingthe 1976 Original Constructionloading dock.

Other:Provide NewSafety Railing

$110.00ln.ft. 42 Required $4,620.00Provide new railing at the 200Addition entry.

Other:RecaulkExterior Control Joints

$5.50ln.ft. 1,416 Required 1,272 Required 267 Required $16,252.50Recaulk existing control joints

Other:Repair andPaint Exterior Soffits

$8.00sq.ft.(Qty)

5,947 Required $47,576.00Repair and paint plaster soffitsthe 1976 Original Construction

Other:Repair and

Paint Interior Soffits

$15.00sq.ft.

(Qty)

3,633 Required $54,495.00Repair and paint interior soffits

the 1976 Original ConstructionOther:Repair andPaint Metal Railing

$15.00ln.ft. 538 Required 124 Required $9,930.00Repair and paint metal railing the 1999 Addition loading dock

Other:Repoint BrickSills

$5.25sq.ft.(Qty)

1,062 Required $5,575.50Repoint brick window sillsthrough the 1976 Addition.

Other:StructuralInvestigation andRepair

$50.00sq.ft.(Qty)

300 Required $15,000.00Investigate and repair structurissue at the Media Center.

Sum: $808,640.00 $0.00 $667,596.25 $0.00 $109,774.00 $31,269.75

View of Concrete Walkway Requiring Concrete Repairs and Railing Replacement Exterior Wall of 1976 Original Construction




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Facility Assessment

I. Structure: Floors and Roofs

Description: The floor construction of the base floor of the overall facility is concrete slab on grade type construction, and is in good condition. There is nocrawl space. The floor construction of the intermediate floors of the 1976 Original Construction is precast hollow core concrete panels withconcrete topping on a cast-in-place concrete column and beam frame type construction, and is in good condition. The floor construction of theintermediate floors of the 1999 and 2001 Additions is metal form deck on steel joist with concrete topping type construction, and is in goodcondition. Ceiling to structural deck spaces in the 1976 Original Construction are insufficient to accommodate HVAC, electrical, and plumbingscopes of work in required renovations. Areas of exposed structural deck in the 1976 Original Construction would require architectural soffits toaccommodate HVAC, electrical, and plumbing scopes of work in required renovations. Ceiling to structural deck spaces in the 1999 and 2001Additions are sufficient to accommodate HVAC, electrical, and plumbing scopes of work in required renovations. The roof construction of the1976 Original Construction is a combination of precast hollow core concrete panels and metal form deck on steel joist type construction, and is ingood condition. The roof construction of the Gymnasium Mezzanines is steel deck on sloping steel joist type construction, and is in goodcondition. The roof construction of the Primary Gymnasium is steel deck on steel flat truss type construction, and is in good condition. The roofconstruction over the 1999 Auditorium Fixed Seating Area is vinyl faced batt insulation with purlins on steel sloping flat t russ type construction,and is in good condition. The roof construction of the 1999 and 2001 Additions is metal form deck on steel joist type construction, and is in goodcondition.

Rating: 1 Satisfactory

Recommendations: Existing conditions require no renovation or replacement at the present time.

Item CostUnitWhole BuildingNatatorium (1976)8,241 ft!

Original Construction (1976)165,799 ft!

Auditorium Fixed Seating Area(1999)4,161 ft!

Classroom Addition (1999)16,706 ft!

Athletic Addition (2001)9,288 ft!

SumComme

Sum: $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Typical Structure Over the Gymnasium Of the 1976 Original Construction Typical Structure Over the 1999 Auditorium Fixed Seating Area




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Facility Assessment

J. General Finishes

Description: The overall facility features conventionally partitioned Classrooms with carpet or VCT type flooring, acoustical tile type ceilings, as well as paintedblock or gypsum type wall finishes, and they are in fair condition. The overall facility has Corridors with terrazzo, sealed concrete, carpet, or VCTtype flooring, acoustical tile or metal panel type ceilings, as well as painted block, brick, or painted gypsum type wall finishes, and they are in faircondition. The 1976 Original Construction has Restrooms with terrazzo type flooring, painted gypsum type ceilings, as well as painted block typewall finishes, and they are in fair condition. Toilet partitions are painted block, plastic, or plastic laminate finish, and are in fair to poor condition.The 1999 Auditorium Addition has Restrooms with ceramic tile type flooring, acoustical tile type ceilings, as well as painted block type wallfinishes, and they are in good condition. Toilet partitions are painted steel, and are in good condition. Classroom casework in the overall facility iswood type construction with plastic laminate tops, is inadequately provided, and in fair to poor condition. The typical Classroom contains nocasework, and Classroom casework provided ranges from 0 to 15 feet. Classrooms are provided adequate chalkboards and tackboards whichare in fair condition. The lockers, located in the Corridors, are adequately provided, and in fair condition. Science Rooms are provided withadequate casework of a wood type construction with chemical resistant laminate tops, and are in fair condition. The Art program is equipped withthree kilns in fair condition, and existing kiln ventilation is inadequate. The facility is equipped with wood or metal non-louvered interior doors thatare recessed with proper clearances and without proper ADA hardware, and in fair to poor condition. The Gymnasium space has wood typeflooring, exposed steel structure type ceilings, as well as painted and slotted block type wall finishes, and they are in fair condition. WoodGymnasium flooring has been well maintained, will accommodate multiple future sandings and refinishings, and is rated at a median stage of itsproduct lifecycle. Gymnasium telescoping stands are a wood or plastic type construction in fair condition. Gymnasium basketball backboards arean electrically operated type, and are in fair condition. The Natatorium space has sealed concrete flooring, exposed concrete structure typeceilings, as well as painted and slotted block type wall finishes. Natatorium fixed concrete stands are in fair condition. The Media Center hascarpet type flooring, acoustical tile type ceilings, as well as painted block and gypsum type wall finishes, and they are in fair to poor condition.Student Dining, has terrazzo type flooring, metal panel type ceilings, as well as painted block type wall finishes, and they are in fair condition.OSDM-required fixed equipment for Stage is adequately provided, and in fair condition. Existing Natatorium and Student Dining spaces areadequately provided with appropriate sound attenuation acoustical surface treatments. The Gymnasium, Media Center, and Music spaces areinadequately provided with appropriate sound attenuation acoustical surface treatments. The existing Kitchen is full service, is sufficiently sizedbased on current enrollment, and the existing Kitchen equipment, provided in the 1976 Original Construction, is in fair condition. The Kitchenhood is in good condition, and is equipped with the required UL 300 compliant wet chemical fire suppression system. The required 6 overhangon all three exposed sides of the cooking equipment is provided by the hood. Kitchen hood exhaust ductwork is of proper construction andmaterial and installed as required by the OSDM and OBCMC. Walk-in cooler and freezers are located within the Kitchen spaces, and are in fair

condition.


Recommendations: Provide new and complete replacement of finishes and casework due to installation of systems outlined in Items A, C, D, E, K, L, M, T, U, W, anddue to condition. Provide for the replacement of interior doors, due to condition. Funding for openings that require ADA clearance are in Item O.Provide for the replacement of interior door hardware, due to condition. Provide sound attenuation treatment in the Media Center, Gymnasium,and Music spaces. Provide for the replacement of Classroom demountable partition and wood walls due to condition. Provide for the replacementof terrazzo floors, due to condition. Provide for exterior wall insulation in the 1976 Original Construction due to work in Item H. Provide for thereplacement of Kitchen equipment due to age and condition. Provide for the replacement of walk-in cooler and freezer due to age and condition.Provide for the replacement of toilet partitions and accessories due to age and condition. Provide for the replacement of Gymnasium bleachersdue to age and condition. Provide for the replacement of Gymnasium basketball goals due to age and condition.



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Sum Comments

Complete Replacementof Finishes andCasework (High):

$17.33sq.ft. Required Required $3,162,811.65(high school, per building area, withremoval of existing)

Toilet Partitions: $1,000.00perstall

52 Required 8 Required 3 Required $63,000.00(removing and replacing)

Toilet AccessoryReplacement

$0.20sq.ft. Required Required Required $38,358.60(per building area)

Demo and ReinstallDrywall Partitions:

$6.00sq.ft.(Qty)

1 Required $6.00

Door, Frame, and

Hardware:

$1,300.00each 259 Required $336,700.00(non-ADA)

Terrazzo Floor Repair $25.00sq.ft.(Qty)

300 Required $7,500.00(floor area affected; max. area to be300 sf)

Basketball BackboardReplacement

$6,500.00each 6 Required $39,000.00(electric)

Bleacher Replacement $110.00perseat

1,183 Required $130,130.00(based on current enrollment)

Remove DemountablePartitions / Install NewGWB Partitions:

$9.00sq.ft.(Qty)

8,127 Required $73,143.00(includes the demolition of thedemountable partition, new partitionwith 5/8 abuse board, 10 high wallsbraced to structure above and the usof existing electric and data runs; uniprice is based on floor area)

Additional WallInsulation

$6.00sq.ft.(Qty)

54,308Required

$325,848.00(includes the furring out of the existinwalls, insulation and abuse resistantGWB)

Walk-inCoolers/Freezers:

$29,818.00perunit

2 Required $59,636.00

Total KitchenEquipmentReplacement:

$190.00sq.ft.(Qty)

4,302 Required $817,380.00(square footage based upon onlyexisting area of food preparation,serving, kitchen storage areas andwalk-ins. Includes demolition andremoval of existing kitchen equipmen

Other:AcousticalControl

$3.00sq.ft.(Qty)

19,774Required

$59,322.00Provide sound attenuation treatmentthe Media Center, Gymnasium, andMusic spaces.

Sum: $5,112,835.25$0.00 $4,807,121.47 $0.00 $300,856.18 $4,857.60

Typical Corridor Finishes Typical Gymnasium Finishes




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Facility Assessment

L. Security Systems

Description: The overall facility contains a GE NetworX NX-8E motion detector and door contact type security system in fair condition. Motion detectors areadequately provided in main entries, central gathering areas, Offices, main Corridors, and spaces where 6 or more computers are located.Exterior doors are equipped with door contacts. An automatic visitor control system is provided. 24 compliant color CCTV interior cameras and 7compliant color CCTV exterior cameras are provided at main entry areas, parking lots, central gathering areas, and main Corridors. CCTV ismonitored in Administrative Area with the use of 2 LCD monitors and 2 Speco Technologies computer based hard disk recording device andmultiplexer, which are in good condition. A compliant computer controlled access control system integrating alarms and video signals, withappropriate UPS backup, is not provided. The system is not equipped with card or biometric readers, but is equipped with a KeriSystems key paddoor access control system. The security system is not adequately provided throughout, and the system is not compliant with Ohio School DesignManual guidelines. There are no site fencing issues requiring attention. The exterior site lighting system is equipped with surface mounted HIDmetal halide and LED entry lights in fair condition. Pedestrian walkways are illuminated with surface and pole mounted HID metal halide fixturesin fair condition. Parking and bus pick-up / drop off areas are illuminated by pole mounted HID metal halide fixtures in good condition. The exteriorsite lighting system provides inadequate illumination due to insufficient fixture capacity and sparse placement of fixtures.


Recommendations: Provide complete replacement of security system to meet Ohio School Design Manual guidelines. Provide partial replacement and enhancementof exterior site lighting system, consisting of additional lighting fixtures and replacement of outdated lighting, to meet Ohio School Design Manualguidelines.




Auditorium FixedSeating Area (1999)4,161 ft!


AthleticAddition (2001)9,288 ft!

Sum Comments

Security System: $1.85sq.ft. Required Required Required $354,817.05(complete, area of building)

Other:Partial SiteLighting Upgrade

$0.30sq.ft. Required Required Required $57,537.90Provide partial replacement andenhancement of exterior site lightinsystem.

Sum: $412,354.95 $0.00 $356,467.85 $0.00 $35,917.90 $19,969.20

Typical CCTV Monitored In the Administrative Area Typical Motion Detector With Inactive Older Model




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Facility Assessment

M. Emergency/Egress Lighting

Description: The overall facility is equipped with an emergency egress lighting system consisting of non compliant red lettered, LED, plastic constructionilluminated exit signs, and the system is in fair condition. The facility is equipped with emergency egress f loodlighting as well as equipped withrecessed fluorescent lighting used as emergency egress lighting, and the system is in good condition. The system is provided with appropriatebattery backup, though it is not needed in the 1976 Original Construction and 2001 Addition since it is connected to the emergency generator.The system is adequately provided throughout, meets Ohio Building Code requirements, but does not meet Ohio School Design Manualrequirements.


Recommendations: Provide complete replacement of emergency / egress lighting system in the overall facility to meet Ohio School Design Manual and Ohio BuildingCode guidelines.



OriginalConstruction (1976)165,799 ft!

Auditorium Fixed SeatingArea (1999)4,161 ft!

Classroom Addition(1999)16,706 ft!

Athletic Addition(2001)9,288 ft!

Sum Comments

Emergency/EgressLighting:

$1.00sq.ft. Required Required Required Required Required $204,195.00(complete, area obuilding)

Sum: $204,195.00 $8,241.00 $165,799.00 $4,161.00 $16,706.00 $9,288.00

Kohler Emergency Generator Serving the 1976 Original Construction and 2001 Addition Typical Emergency Egress Lighting System In the 1976 Original Construction




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Facility Assessment

N. Fire Alarm

Description: The 1976 Original Construction and 2001 Addition is equipped with a Simplex 4010 addressable type fire alarm system, installed in 2002, and ingood condition, consisting of manual pull stations, horn and strobe indicating devices, smoke detectors, and heat sensors. The system isautomatic and is monitored by a third party. The system is equipped with sufficient audible horns, strobe indicating, smoke detectors and heatsensors. The system is not equipped with any flow switches and tamper switches. The system thus will not support future fire suppressionsystems without flow and tamper switches. The system is adequately provided throughout, and does have additional zone capabilities. Thesystem is compliant with Ohio Building Code, NFPA, and Ohio School Design Manual requirements. The 1999 Addition is equipped with anEdwards Systems Technology LSS4/36 addressable type fire alarm system, installed in 1999, and in good condition, consisting of manual pullstations, horn and strobe indicating devices, smoke detectors, and heat sensors. The system is automatic and is monitored by a third party. Thesystem is equipped with sufficient audible horns, strobe indicating, smoke detectors and heat sensors. The system is not adequately equippedwith any flow switches and tamper switches. The system thus supports existing fire suppression systems. The system is adequately providedthroughout, and does have additional zone capabilities. The system is compliant with Ohio Building Code, NFPA, and Ohio School DesignManual requirements.


Recommendations: Provide flow and tamper switches for a future sprinkler system in the 1976 Original Construction and 2001 Addition.







Sum Comments

Other:Tamper andFlow Switch MonitorDevice

$4,000.00persystem

1 Required 1 Required $8,000.00Provide flow and tamper switchto accomodate the future sprinksystem.

Sum: $8,000.00 $0.00 $4,000.00 $0.00 $0.00 $4,000.00

Main Fire Alarm Panel In the 1976 Original Construction Manual Fire Alarm Pull Station In the 1999 Addition




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Facility Assessment

O. Handicapped Access

Description: At the site, there is an accessible route provided from the public right-of-way, the accessible parking areas, and from the passenger unloadingzone to the main entrance of the school. There is not an accessible route connecting all or most areas of the site due to steep topography. Theexterior entrances are ADA accessible. Access from the parking / drop-off area to the building entries is not compromised by steps or steepramps. Adequate handicap parking is not provided. Exterior doors are equipped with ADA hardware. Building entrances should be equipped with3 ADA power assist doors located at the Main Entrance, Auditorium, and Gymnasium, and none are provided. No playground issues wereconsidered due to existing grade configuration. On the interior of the building, space allowances and reach ranges are mostly compliant. There isan accessible route through the building which does not include protruding objects. Ground and f loor surfaces are compliant. Ramps and stairs inthe 1976 Original Construction do not meet all ADA requirements, and are insufficient due to non-compliant handrails. Stairs in the 1999 and2001 Additions do meet all ADA requirements. Elevation changes within the 1976 Original Construction are facilitated by 5 non-compliant stairtowers in good condition, 10 non-compliant steps in good condition, and 7 non-compliant ramps in good condition. Elevation changes within the1999 Addition are facilitated by 1 compliant stair tower in good condition, 5 compliant steps in good condition, and 2 compliant ramps in goodcondition. Elevation changes within the 2001 Addition are facilitated by 2 compliant stair towers in good condition. This multistory building has 3compliant elevators that access every floor and are in good condition. Access to the Auditorium Stage is facilitated by a Corridor at Stage levelthat is adjacent to an elevator, which is in good condition. Interior Classroom doors are recessed, are mostly provided adequate clearances, andare not provided with ADA-compliant hardware. In the overall facility, 35 ADA-compliant toilets are required, and 24 are currently provided. 35ADA-compliant Restroom lavatories are required, and 11 are currently provided. 8 ADA-compliant Science Classroom lab sinks are required, andnone are currently provided. 3 ADA-compliant Art Classroom lab sinks are required, and 1 is currently provided. 1 ADA-compliant Life SciencesClassroom lab sink is required, and none are currently provided. 13 ADA-compliant urinals are required, and 5 are currently provided. 7ADA-compliant showers are required, and 2 are currently provided. 7 ADA-compliant electric water coolers are required, and 4 are currentlyprovided. Toilet partitions are CMU, metal, plastic, and plastic laminate, and do not provide appropriate ADA clearances. ADA-compliantaccessories are not adequately provided and mounted. Mirrors do not meet ADA requirements for mounting heights. Science Classrooms are notcompliant with ADA requirements due to non-compliant ADA lab sinks and base cabinets. Art Classrooms are not compliant with ADArequirements due to non-compliant ADA sinks and base cabinets. Health Clinic Restroom is not compliant with ADA requirements due to lack ofADA-compliant accessories and appropriate ADA clearances. Special Education Restrooms are not provided. ADA signage is not provided on theinterior of the 1976 Original Construction and 2001 Addition.


Recommendations: Provide ADA-compliant signage in the 1976 Original Construction and 2001 Addition, 3 power assist door openers, 13 sinks, 8 urinals, 6 toiletpartitions, and 44 doors and frames in the 1976 Original Construction to facilitate the schools meeting of ADA requirements. Replace 5 countermounted lavatories in the Girls Locker Room of the 1976 Original Construction with ADA accessible wall mounted lavatories. Replace handrailsat steps and ramps located in the 1976 Original Construction with ADA compliant handrails. Enlarge and reconfigure new single ADA ToiletRooms for the 2 Health Clinic, 6 Staff, and 1 Kitchen Toilet Rooms, including 9 toilets, 9 sinks and 9 sets of ADA accessories in the overall facilityAdd 2 new single ADA Toilet Rooms for Special Education Classrooms in the 1976 Original Construction, including 2 toilets, 2 sinks, and 2 setsof ADA accessories. Add 5 new accessible showers for Staff Locker Room Toilets and Student Locker Room Showers. Add 22 full length mirrorsfor ADA compliance. ADA electric water coolers are corrected in Item E. ADA compliant sink base casework in the Classrooms is corrected inItem J. For interior doors that are not being replaced under this Item, door hardware to be replaced with funding provided in Item J. Parkingissues are corrected in Item P. Stair towers are corrected in Item U.



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Sum Comments

Signage: $0.20sq.ft. Required Required Required $36,665.60(per building area)Toilet/Urinals/Sinks: $1,500.00unit 21 Required $31,500.00(replacement ADA)

Toilet Par tit ions: $1,000.00stall 6 Required $6,000.00(ADA - grab bars, accessoriesincluded)

ADA Assist Door &Frame:

$7,500.00unit 2 Required 1 Required $22,500.00(openers, electrical, patching, etc)

Replace Doors: $1,300.00leaf 2 Required $2,600.00(standard 3070 wood door, HMframe-classroom door/light, includeshardware)

Replace Doors: $5,000.00leaf 44 Required $220,000

osfc report, turpin high school

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