osfc report, wilson elementary school

Building Information - Forest Hills Local SD (47340) - Wilson Elem

Program Type Expedited Local Partnership Program (ELPP)

Setting Suburban

Assessment Name Wilson Elementary School (41608) FINAL

Assessment Date 2013-08-22

Cost Set: 2013

Building Name Wilson Elem

Building IRN 41608

Building Address 2465 Little Dry Run Rd

Building City Cincinnati

Building Zipcode 45244

Building Phone 513-231-3240

Acreage 15.00

Current Grades: K-6

Teaching Stations 34

Number of Floors 1

Student Capacity 395

Current Enrollment 677

Enrollment Date 2013-08-20

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

Number of Classrooms 27

Historical Register NO

Buildings Principal Mr. Bob Buck

Building Type Elementary/Middle

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

Building Pictures - Forest Hills Local SD(47340) - Wilson Elem(41608)

North elevation photo: East elevation photo:

South elevation photo: West elevation photo:

GENERAL DESCRIPTION

56,822 Total Existing Square Footage1959,1962,1970,1993 Building Dates

K-6 Grades677 Current Enrollment34 Teaching Stations

15.00 Site Acreage

Report Generated at 29 Oct 2013 08:29Building Pictures - Forest Hills Local SD(47340) - Wilson Elem(41608) Page 2

Wilson Elementary School, which is not on the National Register of Historic Buildings, and originally constructed in 1959, is a singe story, 56,822 square foot brick and concreteschool building located in a suburban residential setting. The existing facility features a conventionally partitioned pod design, and does utilize 3 modular buildings. The structure ofthe overall facility contains EIFS, brick and painted concrete masonry units on a load bearing masonry wall type exterior wall construction, with concrete masonry units, brick,ceramic tile, glazed block, metal and wood framed partitions with gypsum board, demountable partitions and operable partition type wall construction in the interior. The structureof the Gymnasium of the 1962 Addition has a structural steel frame system and contains concrete masonry with a brick veneer and exposed steel columns type exterior wallconstruction. The structure of the Administration Wing of the 1962 Addition has a reinforced concrete structural frame system and contains painted concrete and brick type exteriorwall construction. The structure of the covered walkways in the 1962 and 1970 Additions has a steel tube columns and beams system with exposed wood roof deck construction.The structure of the 1993 Addition has a structural steel frame with a concrete masonry and brick veneer system. The base floor system of the overall facility consists of concreteslab on grade type construction. The roof structure of the 1959 Original Construction, 1962 Addition, and 1970 Addition is 6 inch deep double T & G wood deck on steel tube,wood, and concrete precast beam construction. The roof structure over the Administration Offices of the 1962 Addition is a cast-in-place reinforced concrete arches on areinforced concrete structural frame system. The roof structure over the Kitchen Wing of the 1962 Addition and the Large Group Restrooms and Corridor near the Gymnasium ofthe 1962 Addition is a precast reinforced concrete planks on structural steel frame construction. The roof structure of the 1962 Addition over the Gymnasium is a wood deck onpre-engineered steel frame construction. The roof structure of the 1993 Addition is a metal form deck on pre-engineered steel frame construction. The roofing system over the1959 Original Construction is a modified asphalt built-up roof with gravel wear coat that was installed in 1989, 1995, and 1996. The roofing system over the Administration Wing ofthe 1962 Addition is an adhered white rubber roof that was installed in 1999. The roofing system over the remaining 1962 Addition is a combination of a modified asphalt built-upwith gravel wear coat and a fully adhered EPDM membrane roof that was installed in 1989, 1990, 1992, 1995, and 1996. The roofing system over the 1993 Addition is amechanically fastened EPDM membrane roof that was installed in 2003. The ventilation system of the building is inadequate to meet the needs of the users. The Classrooms areundersized in terms of the current standards established by the State of Ohio. Physical Education and Student Dining spaces consist of one Gymnasium and separate StudentDining. The electrical system for the facility is inadequate. The facility is equipped with a non-compliant security system. The building has a compliant manual and automatic firealarm system. The facility is not equipped with an automated fire suppression system. The building is reported to contain asbestos and other hazardous materials. The overallbuilding is not compliant with ADA accessibility requirements. The school is located on a 15 acre site adjacent to residential properties. The property and playgrounds are notfenced for security. Access onto the site is unrestricted. Site circulation is fair. There is dedicated space for school buses to load and unload on the site. Parking for staff, visitorsand community events is adequate.The facility is the oldest building in the District and was originally constructed in a pod concept, with each pod connected by covered walkways. Over time many of the coveredwalkways have been enclosed to form additional teaching stations or connecting corridors. The 1959 Original Construction, 1962, and 1970 Additions were built with very lowprofiles that will not allow for the addition of a fire separation assembly.

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Report Generated at 29 Oct 2013 08:29Building Pictures - Forest Hills Local SD(47340) - Wilson Elem(41608) Page 3

Building Construction Information - Forest Hills Local SD (47340) - Wilson Elem (41608)

Name Year Handicapped Access Floors Square FeetOriginal Construction 1959 no 1 13,910 Classroom Addition 1962 no 1 34,107 Passage Infill Addition 1970 no 1 3,846 Media Center Addition 1993 no 1 4,959

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Report Generated at 29 Oct 2013 08:29Building Construction Information - Forest Hills Local SD (47340) - Wilson Elem (41608) Page 4

Building Component Information - Forest Hills Local SD (47340) - Wilson Elem (41608)

AdditionAuditorium

Fixed Seating

CorridorsAgriculturalEducation

LabPrimary

GymnasiumMediaCenter

VocationalSpace

StudentDining Kitchen Natatorium

IndoorTracks

AdultEducation

BoardOffices

OutsideAgencies

AuxiliaryGymnasium

OriginalConstruction (1959)

1152

ClassroomAddition (1962) 4530 3454 2387 1473

Passage InfillAddition (1970) 3846

Media CenterAddition (1993) 403 2233

Total 0 9,931 0 3,454 2,233 0 2,387 1,473 0 0 0 0 0 0 Master Planning Considerations

There are no readily evident site conditions that might significantly affect master planning. Due to the size of the site, future buildingexpansion is not recommended.

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Report Generated at 29 Oct 2013 08:29Building Component Information - Forest Hills Local SD (47340) - Wilson Elem (41608) Page 5

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

Report Generated at 29 Oct 2013 08:29 Page 6

Main Assessment Menu - Forest Hills Local SD (47340) - Wilson Elem (41608)

Building Summary - Wilson Elem (41608)

District: Forest Hills Local SDName: Wilson ElemAddress: 2465 Little Dry Run Rd

Cincinnati,OH 45244Bldg. IRN: 41608

County: Hamilton Area: Southwestern Ohio (1)Contact: Mr. Bob BuckPhone: 513-231-3240Date Prepared: 2013-08-22 By: Julie AptDate Revised: 2013-10-29 By: Julie Apt

Current Grades K-6 Acreage: 15.00Proposed Grades N/A Teaching Stations: 34Current Enrollment 677 Classrooms: 27Projected Enrollment N/AAddition Date HA Number of Floors Current Square FeetOriginal Construction 1959 no 1 13,910Classroom Addition 1962 no 1 34,107Passage Infill Addition 1970 no 1 3,846Media Center Addition 1993 no 1 4,959Total 56,822

*HA = Handicapped Access*Rating =1 Satisfactory

=2 Needs Repair=3 Needs Replacement

*Const P/S = Present/Scheduled ConstructionFACILITY ASSESSMENT

Cost Set: 2013 RatingDollar

Assessment CA. Heating System 3 $1,938,766.64 -B. Roofing 3 $746,397.50 -C. Ventilation / Air Conditioning 2 $33,411.00 -D. Electrical Systems 3 $922,221.06 -E. Plumbing and Fixtures 3 $140,200.00 -F. Windows 3 $573,394.90 -G. Structure: Foundation 2 $18,000.00 -H. Structure: Walls and Chimneys 2 $292,711.25 -I. Structure: Floors and Roofs 3 $2,731,350.00 -J. General Finishes 3 $1,318,215.48 -K. Interior Lighting 3 $284,110.00 -L. Security Systems 3 $133,531.70 -M. Emergency/Egress Lighting 3 $56,822.00 -N. Fire Alarm 2 $4,000.00 -O. Handicapped Access 3 $146,175.20 -P. Site Condition 3 $449,104.25 -Q. Sewage System 1 $0.00 -R. Water Supply 1 $0.00 -S. Exterior Doors 3 $30,500.00 -T. Hazardous Material 3 $61,553.20 -U. Life Safety 3 $203,830.40 -V. Loose Furnishings 3 $170,466.00 -W. Technology 3 $725,383.58 -

- X. Construction Contingency /Non-Construction Cost

- $2,682,482.16 -

Total $13,662,626.32

CEFPI Appraisal Summary

Section Points Possible Points Earned Percentage Rating CategoryCover Sheet 1.0 The School Site 100 67 67% Borderline2.0 Structural and Mechanical Features 200 123 62% Borderline3.0 Plant Maintainability 100 62 62% Borderline4.0 Building Safety and Security 200 147 74% Satisfactory5.0 Educational Adequacy 200 114 57% Borderline6.0 Environment for Education 200 106 53% BorderlineLEED Observations Commentary Total 1000 619 62% BorderlineEnhanced Environmental Hazards Assessment Cost Estimates

C=Under Contract Renovation Cost Factor 98.14%Cost to Renovate (Cost Factor applied) $13,408,501.47The Replacement Cost Per SF and the Renovate/Replace ratio are only provided when this summary isrequested from a Master Plan.

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Report Generated at 29 Oct 2013 08:29Main Assessment Menu - Forest Hills Local SD (47340) - Wilson Elem (41608) Page 7


Original Construction (1959) Summary









Assessment CA. Heating System 3 $474,609.20 -B. Roofing 3 $109,430.00 -C. Ventilation / Air Conditioning 2 $6,955.00 -D. Electrical Systems 3 $225,759.30 -E. Plumbing and Fixtures 3 $26,000.00 -F. Windows 3 $137,318.70 -G. Structure: Foundation 2 $3,680.00 -H. Structure: Walls and Chimneys 2 $72,435.00 -I. Structure: Floors and Roofs 3 $617,475.00 -J. General Finishes 3 $456,963.06 -K. Interior Lighting 3 $69,550.00 -L. Security Systems 3 $32,688.50 -M. Emergency/Egress Lighting 3 $13,910.00 -N. Fire Alarm 2 $4,000.00 -O. Handicapped Access 3 $34,282.00 -P. Site Condition 3 $175,667.24 -Q. Sewage System 1 $0.00 -R. Water Supply 1 $0.00 -S. Exterior Doors 3 $16,500.00 -T. Hazardous Material 3 $23,132.30 -U. Life Safety 3 $44,512.00 -V. Loose Furnishings 3 $41,730.00 -W. Technology 3 $177,574.03 -


- $675,295.35 -

Total $3,439,466.68






Classroom Addition (1962) Summary









Assessment CA. Heating System 3 $1,163,730.84 -B. Roofing 3 $546,030.00 -C. Ventilation / Air Conditioning 2 $22,053.50 -D. Electrical Systems 3 $553,556.61 -E. Plumbing and Fixtures 3 $103,200.00 -F. Windows 3 $380,528.40 -G. Structure: Foundation 2 $11,120.00 -H. Structure: Walls and Chimneys 2 $168,962.50 -I. Structure: Floors and Roofs 3 $1,940,175.00 -J. General Finishes 3 $726,995.10 -K. Interior Lighting 3 $170,535.00 -L. Security Systems 3 $80,151.45 -M. Emergency/Egress Lighting 3 $34,107.00 -N. Fire Alarm 2 $0.00 -O. Handicapped Access 3 $110,901.40 -P. Site Condition 3 $226,151.40 -Q. Sewage System 1 $0.00 -R. Water Supply 1 $0.00 -S. Exterior Doors 3 $14,000.00 -T. Hazardous Material 3 $38,371.30 -U. Life Safety 3 $115,642.40 -V. Loose Furnishings 3 $102,321.00 -W. Technology 3 $435,406.83 -


- $1,696,425.31 -

Total $8,640,365.04






Passage Infill Addition (1970) Summary




Current Grades K-6 Acreage: 15.00Proposed Grades N/A Teaching Stations: 34Current Enrollment 677 Classrooms: 27Projected Enrollment N/AAddition Date HA Number of

FloorsCurrent Square

FeetOriginal Construction 1959 no 1 13,910Classroom Addition 1962 no 1 34,107Passage Infill Addition

1970 no 1 3,846

Media Center Addition 1993 no 1 4,959Total 56,822





Assessment CA. Heating System 3 $131,225.52 -B. Roofing 3 $28,950.00 -C. Ventilation / Air Conditioning 2 $1,923.00 -D. Electrical Systems 3 $62,420.58 -E. Plumbing and Fixtures 3 $5,000.00 -F. Windows 3 $48,570.80 -G. Structure: Foundation 2 $1,000.00 -H. Structure: Walls and Chimneys 2 $2,922.50 -I. Structure: Floors and Roofs 3 $173,700.00 -J. General Finishes 3 $2,600.00 -K. Interior Lighting 3 $19,230.00 -L. Security Systems 3 $9,038.10 -M. Emergency/Egress Lighting 3 $3,846.00 -N. Fire Alarm 2 $0.00 -O. Handicapped Access 3 $0.00 -P. Site Condition 3 $15,469.05 -Q. Sewage System 1 $0.00 -R. Water Supply 1 $0.00 -S. Exterior Doors 3 $0.00 -T. Hazardous Material 3 $0.00 -U. Life Safety 3 $12,307.20 -V. Loose Furnishings 3 $11,538.00 -W. Technology 3 $49,097.89 -


- $141,412.02 -

Total $720,250.66



C=Under Contract Renovation Cost Factor 98.14%Cost to Renovate (Cost Factor applied) $706,853.99The Replacement Cost Per SF and the Renovate/Replace ratio are only provided when this summary isrequested from a Master Plan.



Media Center Addition (1993) Summary




Current Grades K-6 Acreage: 15.00Proposed Grades N/A Teaching Stations: 34Current Enrollment 677 Classrooms: 27Projected Enrollment N/AAddition Date HA Number of

FloorsCurrent Square

FeetOriginal Construction 1959 no 1 13,910Classroom Addition 1962 no 1 34,107Passage Infill Addition 1970 no 1 3,846Media Center Addition

1993 no 1 4,959

Total 56,822*HA = Handicapped Access*Rating =1 Satisfactory




Assessment CA. Heating System 3 $169,201.08 -B. Roofing 3 $61,987.50 -C. Ventilation / Air Conditioning 2 $2,479.50 -D. Electrical Systems 3 $80,484.57 -E. Plumbing and Fixtures 3 $6,000.00 -F. Windows 3 $6,977.00 -G. Structure: Foundation 2 $2,200.00 -H. Structure: Walls and Chimneys 2 $48,391.25 -I. Structure: Floors and Roofs 3 $0.00 -J. General Finishes 3 $131,657.32 -K. Interior Lighting 3 $24,795.00 -L. Security Systems 3 $11,653.65 -M. Emergency/Egress Lighting 3 $4,959.00 -N. Fire Alarm 2 $0.00 -O. Handicapped Access 3 $991.80 -P. Site Condition 3 $31,816.56 -Q. Sewage System 1 $0.00 -R. Water Supply 1 $0.00 -S. Exterior Doors 3 $0.00 -T. Hazardous Material 3 $49.60 -U. Life Safety 3 $31,368.80 -V. Loose Furnishings 3 $14,877.00 -W. Technology 3 $63,304.83 -


- $169,349.49 -

Total $862,543.95



C=Under Contract Renovation Cost Factor 98.14%Cost to Renovate (Cost Factor applied) $846,500.63The Replacement Cost Per SF and the Renovate/Replace ratio are only provided when this summary isrequested from a Master Plan.


Facility Assessment

A. Heating SystemDescription: The existing system for the 1959 Original Construction is a natural gas fired heated water boiler type system, installed in 1959, and is in fair to

poor condition. The existing systems in the 1962 and 1970 Additions are an extension of the 1959 Original Construction. The existing system inthe 1993 Addition is an electric fired ducted packaged HVAC unit type system, installed in 1993, and is in fair condition. The overall facility, exceptfor the 1993 Addition, is a 2-pipe heating only type system, without a capacity for cooling operation, which is not compliant with the OSDMrequirements for basic system type. 2-pipe vs. 4-pipe designations are not applicable in the 1993 Addition, due to the system being anelectric-fired ducted packaged HVAC type system, without central air conditioning. The facility is equipped with one (1) Ajax water heating boiler,manufactured by Ajax Boiler and Heater Company, installed in 1959 and in fair to poor condition. The facility is also equipped with one (1) 88boiler, manufactured by Weil-McLain, which was installed in 2000 and is in good to fair condition. Heating water is distributed to terminal unitsconsisting of unit ventilators, cabinet heaters, unit heaters, and air handlers. The terminal equipment is original to each addition and is in faircondition. Heating air in the 1993 Addition is distributed via a ducted packaged HVAC unit, pad mounted on the exterior of facility. The systemdoes not appear to comply with the 15 CFM per person fresh air requirements of the Ohio Building Code mechanical code and Ohio SchoolDesign Manual. The pneumatic and electric type system temperature controls are original to each addition and are in fair to poor condition. Thesystem does not feature individual temperature controls in all spaces required by the OSDM. The overall system does not feature any centralenergy recovery systems. The facility is not equipped throughout with louvered interior doors to facilitate Corridor utilization as return air plenums.The existing systems in the Gymnasium of the 1962 Addition, the Classrooms and Administrative Offices of the 1970 Addition, and the 1993Addition are ducted, but the ductwork cannot be integrated into a possible future system due to arrangement, air volume, and routing of existingductwork. The existing systems in the remainder of the overall facility are not ducted, and floor to structural deck heights will not accommodatethe installation of properly sized ductwork for a future Ohio School Design Manual approved system. The overall heating system is evaluated asnot being in safe and efficient working order, and long term life expectancy of the existing system is not anticipated. The structure is not equippedwith 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 in the Gymnasium of the 1962 Addition, the Classrooms and Administrative Offices of the 1970Addition, and the 1993 Addition to facilitate efficient exchange of conditioned air. Convert the remainder of the overall facility to ducted systems tofacilitate efficient exchange of conditioned air. Provide architectural soffits to accommodate the installation of ductwork, with funding provided inthe convert to ducted system.

Item Cost Unit Whole Building

OriginalConstruction (1959)13,910 ft

ClassroomAddition (1962)34,107 ft

Passage InfillAddition (1970)3,846 ft

Media CenterAddition (1993)4,959 ft

Sum Comments

HVAC System Replacement:

$26.12sq.ft. Required Required Required Required $1,484,190.64(includes demo of existing system andreconfiguration of piping layout and new controls, airconditioning)

Convert ToDucted System

$8.00sq.ft. Required Required Required Required $454,576.00(includes cost for vert. & horz. chases, cut openings,soffits, etc. Must be used in addition to HVACSystem Replacement if the existing HVAC system isnon-ducted)

Sum: $1,938,766.64$474,609.20 $1,163,730.84 $131,225.52 $169,201.08

Natural Gas Fired Boiler Cabinet Heater

Back to Assessment Summary

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

Facility Assessment

B. RoofingDescription: The roof over the 1959 Original Construction is a modified asphalt built-up system with gravel wear coat that was installed in 1989, 1995, 1996,

and is in fair condition. The roof over the Administration Wing of the 1962 Addition is an adhered white rubber system that was installed in 1999,and is in fair condition. The roof over the remaining 1962 Addition is a combination of a modified asphalt built-up system with gravel wear coatand a fully adhered EPDM Carlisle membrane system that was installed in 1989, 1990, 1992, 1995, 1996, and is in fair condition. The roof overthe 1993 Addition is a mechanically fastened EPDM Carlisle membrane system that was installed in 2003, and is in good condition. There are noDistrict reports of current leaking. Signs of past leaking were observed during the physical assessment. Access to the roof was gained by a stepladder. Fall safety protection cages are not required and are not provided. There were observations of limited standing water on the roof. Metalcap flashings and fascias are in fair condition. Roof storm drainage is addressed through a system of gutters and downspouts, roof drains, androof scuppers, which are not properly located, and in fair condition. The roof is not equipped with overflow roof drains, though they are notrequired on this building. No problems requiring attention were encountered with any roof penetrations. There are covered walkways attached tothis structure connecting building pods. Covered walkways are constructed with wood deck over steel tube column and beams, and are in goodcondition. Roof systems over the covered walkways are a modified asphalt built-up roof with gravel wear coat, and are in fair condition.


Recommendations: The roof over the overall facility requires replacement to meet Ohio School Design Manual guidelines for age of system, due to condition, and therequired replacement of the roof structure. Replace gutter, downspouts, and roof drains due to the required replacement of the roof structure.Provide 1 roof access hatch with roof access ladder and 1 exterior roof ladder to access low slope roof areas. New flashing is included in roofreplacement.






Sum Comments

Built-up Asphalt: $12.50sq.ft. (Qty)

8,233 Required 41,314 Required 2,316 Required 4,959 Required $710,275.00

Repair/replace cap flashingand coping:

$17.50ln.ft. 26 Required 26 Required $910.00

Gutters/Downspouts $12.50ln.ft. 285 Required 1,400 Required $21,062.50Roof Access, Ladder & FallProtection Cage:

$3,850.00each 1 Required $3,850.00(provide when no roof accesscurrently exists)

Other: Add Roof Ladder $50.00ln.ft. 6 Required $300.00Provide exterior roof ladder toaccess low slope roof areas.

Other: Roof Drain Assembly $2,500.00each 1 Required 3 Required $10,000.00Including piping and connectionto existing storm drainagesystem

Sum: $746,397.50 $109,430.00 $546,030.00 $28,950.00 $61,987.50

Typical Roof Over the Administration Wing Of the 1962 Addition Typical Roof Over the 1962 Addition



Facility Assessment

C. Ventilation / Air ConditioningDescription: The overall facility is not equipped with a central air conditioning system. The facility is equipped with multiple window units in the 1959 Original

Construction and 1970 Addition serving areas such as the Administrative Offices, Teachers Lounge, and Teachers Workroom. Isolated roomsystem consisting of a single Carrier ducted packaged pad mounted HVAC unit provides air condition throughout the 1993 Addition. Isolatedroom systems consisting of multiple ducted packaged HVAC units and split HVAC units (with the condensing units located on the roof) areprovided throughout the remainder of overall facility, including the Art and Music Rooms, Classrooms, and Administrative Offices locations. Thesystems are original to each addition, with incremental upgrades, and are in fair condition. Isolated room systems consisting of a ductless split ACsystem is provided to a single Classroom location in the 1970 Addition. The ventilation system in the overall facility consists of unit ventilators andair handlers, original to each addition and in fair condition, providing fresh air to Classrooms, and air handlers, original to each addition and in faircondition, providing fresh air to other miscellaneous spaces, such as Gymnasium, Student Dining, and Media Center. Relief air venting isprovided by air handlers, central relief fans, and ducted packaged HVAC unit. The ventilation system does not appear to meet the Ohio BuildingCode 15 CFM per occupant fresh air requirement. The overall system is not compliant with Ohio Building Code and Ohio School Design Manualrequirements. Dust collection systems are not required in this facility. The Art program is equipped with a kiln, and existing kiln ventilation isinadequate. General building exhaust systems for Restrooms, Storage Rooms, Art Rooms, and Custodial Closets are inadequately placed, and infair condition.

Rating: 2 Needs Repair

Recommendations: Provide an air conditioning system to meet with Ohio Building Code and Ohio School Design Manual requirements. Pricing included in Item A.Replace general building exhaust systems in the overall facility due to age and condition. Replace the existing kiln ventilation system to supportthe Art program.






Sum Comments

Kiln Exhaust System: $5,000.00each 1 Required $5,000.00Other: GeneralBuilding Exhaust System

$0.50sq.ft. Required Required Required Required $28,411.00Replace general building exhaust systemsin the overall facility due to age andcondition.

Sum: $33,411.00 $6,955.00 $22,053.50 $1,923.00 $2,479.50

Split AC Unit Ducted Packaged HVAC Unit



Facility Assessment

D. Electrical SystemsDescription: The electrical system provided to the 1959 Original Construction is a 240 volts, 400 amp, 3 phase, 4 wire system installed in 1959, and is in fair

condition. The system in the 1962 Additions is an extension of that found in the 1959 Original Construction. The electrical systems provided to the1970 and 1993 Additions are each a 120/208 volts, 400 amp, 3 phase, 4 wire system installed in 1970 and 1993, and are in fair condition. Poweris provided to the school by multiple utility owned, pole-mounted transformers located outside the facility across the playground, and in faircondition. The facility is also equipped throughout with multiple step-down transformers. The panel systems, installed in 1959, 1970 and 1993,with incremental upgrades, are in fair to poor condition, and cannot be expanded to add additional capacity. The Classrooms are not equippedwith adequate electrical outlets. The typical Classroom contains five (5) general purpose outlets, zero (0) dedicated outlets for each Classroomcomputer, and one (1) dedicated outlet for each Classroom television. Some Classrooms are equipped with as many as seven (7) generalpurpose outlets, while others are equipped with as few as four (4) general purpose outlets. There are not any spaces that have no electricaloutlets. The Corridors are equipped with adequate electrical outlets for servicing. Adequate GFI protected exterior outlets are not provided aroundthe perimeter of the building. The facility is not equipped with an emergency generator. Adequate lightning protection safeguards are notprovided. Stage lighting power system including control panel, breakers, and dimmers is inadequately provided, in fair condition and does notmeet OSDM requirements. The overall electrical system does not meet Ohio School Design Manual requirements in supporting the current needsof the school, and will be inadequate to meet the facilitys future needs.


Recommendations: The entire electrical system requires replacement to meet Ohio School Design Manual guidelines due to condition and age, lack ofOSDM-required features, and to accommodate the addition of an air conditioning system. Provide an emergency generator, with funding includedin the electrical system replacement. Provide adequate lightning protection safeguards in the overall facility, including associated groundingsystem, with funding included in the electrical system replacement. Provide control panel, dimmers, and breakers to support the Stage lightingsystem.






Sum Comments

System Replacement:

$16.23sq.ft. Required Required Required Required $922,221.06(Includes demo of existing system. Includes generator forlife safety systems. Does not include telephone or data orequipment) (Use items below ONLY when the entire systemis NOT being replaced)

Sum: $922,221.06 $225,759.30 $553,556.61 $62,420.58 $80,484.57

Electrical Distribution Panel Pole Mounted Transformer



Facility Assessment

E. Plumbing and Fixtures Description: The service entrance is equipped with a reduced pressure back flow preventer in fair condition. A water treatment system is provided and is in

good condition, though none is needed. The domestic water supply piping in the overall facility is copper, is original to each addition, and is ingood condition. The waste piping in the overall facility is cast iron and copper, is original to each addition, and is in good condition. The facility isequipped with one AO Smith 80 gallon gas water heater, installed in 2006, in good condition, two AO Smith 50 gallon gas water heaters, installedin 2006, in good condition, and one AO Smith 76 gallon gas water heater, installed in 2006, in good condition. The school contains 3 Large GroupRestrooms for boys, 3 Large Group Restrooms for girls, 1 Toilet Room for boys, 1 Toilet Room for girls, no Locker Room Restrooms for boys, noLocker Room Restrooms for girls, 3 Restrooms associated with specialty Classrooms, and 1 Restroom for staff. Boys Large Group Restroomscontain 2 ADA and 4 non-ADA floor mounted flush valve toilets, 4 ADA floor mounted central flush urinals and 5 non-ADA wall mounted flushvalve urinals, no ADA and 3 non-ADA wall mounted lavatories, as well as 1 non-ADA full round wash basin. Girls Large Group Restroomscontain 2 ADA and 8 non-ADA floor mounted flush valve toilets, no ADA and 7 non-ADA wall mounted lavatories, as well as 1 non-ADA full roundwash basin. No Locker Room Restrooms are provided in this facility. Staff Restrooms contain no ADA and 2 non-ADA floor mounted flush valvetoilets, no ADA and 3 non-ADA wall mounted lavatories. Condition of fixtures is good to fair. The facility is equipped with no ADA and 3 non-ADAdrinking fountains, as well as 3 ADA and 3 non-ADA electric water coolers, in fair condition. The 6 Elementary Classrooms in the 1959 OriginalConstruction are equipped with no ADA and 6 non-ADA sink mounted type drinking fountains, in fair condition. The 16 Elementary Classrooms inthe 1962 Addition are equipped with no ADA and 7 non-ADA sink mounted type drinking fountains, in fair condition. The 2 ElementaryClassrooms in the 1970 Addition are not equipped with lavatories or sink mounted type drinking fountains. The 2 Elementary Classrooms in the1993 Addition are not equipped with lavatories or sink mounted type drinking fountains. Special Education Classroom is equipped with therequired Restroom facilities, and fixtures are in good condition. Kitchen is equipped with the required Restroom, and fixtures are in goodcondition. Heath Clinic is equipped with the required Restroom, and fixtures are in good condition. Kindergarten Classrooms are equipped withRestroom facilities, and fixtures are in good condition. Kitchen fixtures consist of 2 single compartment sinks, 1 double compartment sink, 1 triplecompartment sink, 2 hand sinks, 1 dishwasher, 1 disposal, and 1 garbage washer, which are in good condition. The Kitchen is equipped with 2satisfactory grease interceptors. The Kitchen is provided the required 140 degree hot water supply via a booster type water heater, which is ingood condition. The school meets the OBC requirements for fixtures. Relative to LEED requirements, the school is not equipped with low flowtype fixtures. Per OBC and OSDM requirements this facility should be equipped with 22 toilets, 4 urinals, 22 lavatories, 26 Classroom sinkmounted drinking fountains, and 7 electric water coolers. Observations revealed that the school is currently equipped with 27 toilets, 10 urinals,29 lavatories, 13 Classroom sink mounted drinking fountains, 3 wall mounted drinking fountains, and 6 electric water coolers. ADA requirementsare not met for fixtures and drinking fountains (see Item O). Custodial Closets are properly located and are adequately provided with requiredservice sinks or floor drain sinks, which are in good to fair condition. Science Classrooms / Project Laboratories are not equipped with requirednatural gas connections, utility sink, compressed air connections, and safety shower / eyewash. Due to existing grade configuration, no Biology orChemistry Classroom acid waste systems are required. Adequate exterior wall hydrants are provided.


Recommendations: To facilitate the schools compliance with OBC and OSFC fixture requirements, provide 1 new electric water cooler, 13 new ElementaryClassroom lavatories, and 13 new lavatory mounted type drinking fountains. Due to age, condition, LEED, and OSFC requirements, provide 7new electric water coolers, 13 new lavatory mounted type drinking fountains, and 66 new low flow flush valves and faucets. See Item O forreplacement of fixtures related to ADA requirements. Provide the Science Classroom with the required utility sink, compressed air connection,natural gas connection, and safety shower / eyewash station. Locker Room Restrooms and Showers corrected in Item O. Provide forreplacement of backflow preventer due to age and condition.






Sum Comments

Back Flow Preventer: $5,000.00unit 1 Required $5,000.00Sink: $2,500.00unit 9 Required 2 Required 2 Required $32,500.00(new) Sink: $1,500.00unit 4 Required 4 Required $12,000.00(remove / replace) Electric water cooler: $3,000.00unit 1 Required 7 Required $24,000.00(double ADA) Replace faucets and flush valves $500.00per unit 18 Required 48 Required $33,000.00(average cost to

remove/replace) HIGH BAY/INDUSTRIAL SPACE -LAB TYPES 5,6,7 - SafetyShower/Eyewash - New Installation

$2,500.00each 1 Required $2,500.00

HIGH BAY/INDUSTRIAL SPACE -LAB TYPES 5,6,7 - Utility Sink

$2,400.00unit 1 Required $2,400.00

HIGH BAY/INDUSTRIAL SPACE -LAB TYPES 5,6,7 - Natural Gas Connections

$800.00each 1 Required $800.00

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

$15,000.00per system

1 Required $15,000.00

Other: Drinking Water Fountain - SinkMounted Fixture

$500.00each 6 Required 18 Required 2 Required $13,000.00Provide new lavatory mountedtype drinking fountains inElementary Classrooms

Sum: $140,200.00 $26,000.00 $103,200.00 $5,000.00 $6,000.00


Water Treatment System Typical Custodial Closet Service Sink and Waste Piping



Facility Assessment

F. WindowsDescription: The 1959 Original Construction, 1962 and 1970 Additions are equipped with thermally broken aluminum frame windows with double glazed

insulated glazing and insulated metal panel type window systems, which were installed in phases over a period of years from approximately 1998to 2000, and are in fair condition. The 1993 Addition is equipped with thermally broken aluminum frame windows with a double glazed insulatedglazing and insulated metal panel type window system, which was installed in 1993 and is in poor condition. The window systems featureoperable windows throughout the overall facility. Operable windows are equipped with opening limiters and insect screens in fair condition.Window system seals are in fair to poor condition, with moderate air and water infiltration being experienced. Window system hardware is in fairto poor condition. The window systems feature surface mounted shades and blinds, which are in fair to poor condition. This facility is notequipped with any curtain wall systems. This facility does not feature any glass block windows. The exterior doors in the overall facility areequipped with aluminum and hollow metal frame sidelights and transoms with a combination of tempered single pane and double glazedinsulated glazing, in fair condition. Exterior door vision panels are a combination of tempered single pane and double glazed insulated glazing.The school does contain two aluminum framed single pane wire glazed skylights in poor condition. The 1962 Cafeteria Addition contains sevenaluminum framed double glazed clerestory windows which are in fair condition. The Administration Offices in the 1962 Addition contain eightaluminum framed single glazed clerestories which are in poor condition. Interior glass is not OSDM-compliant due to non-compliance with thecurrent Ohio Building Code. Window security grilles are not provided for ground floor windows. There is not a Greenhouse associated with thisschool.


Recommendations: Provide a new insulated window system with integral blinds to meet with Ohio School Design Manual requirements throughout the overall facility.Replace skylights in the 1962 Addition. Replace window transoms and sidelights at exterior doors of the overall facility due to age and condition.Replace clerestory windows as required in the 1959 Original Construction and the 1962 Administration Addtion. Replace non-compliant interiorglazing. Exterior door vision panel replacement is addressed in Item S in exterior door replacement scope.






Sum Comments

Insulated Glass/Panels: $57.10sq.ft. (Qty)

2,301 Required 5,044 Required 848 Required 120 Required $474,672.30(includes blinds)

Skylights: $125.00sq.ft. (Qty)

540 Required $67,500.00(remove and replace)

Other: Clerestory Replacement

$57.10per hood

96 Required 300 Required $22,611.60Replace clerestory windows as required inthe 1959 Original Construction and the 1962Administration Addtion.

Other: ReplaceNon-Compliant Interior Glazing

$25.00sq.ft. (Qty)

18 Required 190 Required 6 Required 5 Required $5,475.00Replace non-compliant interior glazing.

Other: ReplaceTransoms and Sidelights

$28.00sq.ft. (Qty)

112 Required $3,136.00Replace window transoms and sidelights atexterior doors of the overall facility due toage and condition.

Sum: $573,394.90 $137,318.70 $380,528.40 $48,570.80 $6,977.00

1959 Original Construction Classroom Windows 1959 Original Construction Cafeteria Windows



Facility Assessment

G. Structure: FoundationDescription: The overall facility is equipped with concrete foundation walls on concrete footings, which displayed no locations of significant differential

settlement, cracking or leaking, and are in fair condition. Areas of minor cracking and spalling were observed throughout the overall facility. TheDistrict reports that there has been no past leaking due to foundation issues. No grading or site drainage deficiencies were noted around theperimeter of the structure that are contributing or could contribute to foundation or wall structural deterioration.


Recommendations: Repair areas of cracking and spalling through the overall facility.






Sum Comments

Other: Repair HairlineCracks and Spalling

$10.00sq.ft. (Qty)

368 Required 1,112 Required 100 Required 220 Required $18,000.00Repair areas of cracking andspalling through the overall facility.

Sum: $18,000.00 $3,680.00 $11,120.00 $1,000.00 $2,200.00

Spalled Area at Exterior Concrete Foundation Exposed Concrete Foundation at CMU Pier



Facility Assessment

H. Structure: Walls and ChimneysDescription: The 1959 Original Construction has a load bearing masonry wall system. Exterior wall materials consist of EIFS over concrete masonry units,

brick and painted concrete masonry units, which displayed locations of deterioration, and are in fair to poor condition. The 1962 Additions with theexceptions of the Gymnasium, the Administration Offices and the Covered Walkways, have a load bearing masonry wall system. Exterior wallmaterials consist of EIFS, brick and painted concrete masonry units, which displayed locations of deterioration, and is in fair to poor condition TheGymnasium in the 1962 Addition has a structural steel frame system. Lower exterior walls consists of concrete masonry with a brick veneer andexposed steel columns which are in fair to poor condition. Upper exterior walls consist of insulated metal paneling which is in fair condition. TheAdministration Offices in the 1962 Addition have a reinforced concrete structural frame and roof system. Exterior wall materials consist of paintedconcrete and brick, which are in fair to poor condition. The covered walkway construction in the 1962 Addition consists of steel tube columns andbeams and exposed wood roof deck which is in fair to poor condition. The 1970 Addition consisted of renovating and enclosing existing exteriorcovered walkways. Construction consists of steel tube columns, beams and exposed wood roof deck which is in fair to poor condition. The 1993Addition has a structural steel frame with a concrete masonry and brick veneer exterior wall system, which displayed locations of deterioration,and is in fair condition. The exterior masonry in the 1959 Original Construction and the 1962 and 1970 Additions does not contain control jointsand none are needed, as there is no indication of exterior masonry cracking or separation. The exterior masonry in the 1993 Addition appears tohave inappropriately spaced and inadequately caulked control joints in fair to poor condition. The school does not contain expansion joints andnone are needed, as there is no indication of exterior masonry cracking or separation. Exterior walls in the overall facility are inadequatelyinsulated. Brick veneer masonry walls are not cavity walls. Weep holes and vents are not provided or required. The exterior masonry has notbeen cleaned and sealed in recent years, and shows evidence of mortar deterioration, has locations of efflorescence and discoloration.Architectural exterior accent materials consist of painted concrete, EIFS and metal panels, which are in fair to poor condition. Interior walls areconcrete masonry units, brick, ceramic tile, metal and wood framed partitions with gypsum board, demountable partitions and operable partitionwalls and are in fair to poor condition. Interior masonry appears to have inadequately spaced and caulked control joints in fair to poor condition.Interior soffits are of gypsum board type construction, and in fair to poor condition. The window sills are an element of the aluminum windowsystem, and are in fair to poor condition. The exterior lintels are precast concrete and steel. Steel lintels are rusting and in fair condition. Concretelintels are in fair condition. There are no masonry chimneys. Exterior soffits are a combination of EIFS, plaster, metal, wood and precast concretetype construction, and in fair to poor condition. The school is not equipped with a loading dock.


Recommendations: Provide tuckpointing in all areas of mortar deterioration as required in the 1959 Original Construction and the 1962 and 1993 Additions. Providemasonry cleaning, sealing and caulking as required in the 1959 Original Construction and the 1962 and 1993 Additions. Provide exterior masonryrepairs as required in the 1959 Original Construction and the 1962 and 1993 Additions. Provide interior masonry repairs as required in the overallfacility. Repair EIFS wall areas as required in the 1959 Original Construction. Recaulk existing control joints in the 1993 Addition. Recaulk interiorjoints as required in the overall facility. Prep and paint exposed steel lintels through the overall facility. Repair and paint concrete lintels in the1959 Original Construction and 1962 Addition. Prep and paint exposed steel columns in the 1962 and 1993 Additions. Prep and paint exposedsteel columns, beams and exposed wood deck in the Covered Walkways. Prep and paint concrete masonry walls as required through in the 1959Original Construction and 1962 and 1970 Addition. Prep and paint exposed concrete structure as required in the 1962 Addition. Repair, prep andpaint exterior soffits as required in the 1959 Original Construction and 1962 and 1993 Additions. Exterior wall insulation deficiencies areaddressed in Item J. Funding for repair or replacement of interior soffits is included in funding for replacement of existing roof structure in Item I.Funding for replacement of exterior wood soffits is addressed in Item I.







Sum Comments

Tuckpointing: $5.25sq.ft. (Qty)

344 Required 4,318 Required 1,461 Required $32,145.75(wall surface)

Exterior Masonry Cleaning:

$1.50sq.ft. (Qty)

4,700 Required 8,635 Required 4,175 Required $26,265.00(wall surface)

Exterior Masonry Sealing:

$1.00sq.ft. (Qty)

4,700 Required 8,635 Required 4,175 Required $17,510.00(wall surface)

Exterior Caulking: $5.50ln.ft. 1,265 Required 3,816 Required 345 Required 754 Required $33,990.00(removing and replacing) Other: Clean andRepair EIFS

$14.50sq.ft. (Qty)

2,338 Required $33,901.00Repair EIFS wall areas as required in the1959 Original Construction.

Other: Exterior Masonry Repairs

$12.75sq.ft. (Qty)

206 Required 3,022 Required 1,044 Required $54,468.00Provide exterior masonry repairs as requiredin the 1959 Original Construction and the1962 and 1993 Additions.

Other: Interior Masonry Repairs

$12.75sq.ft. (Qty)

200 Required 1,500 Required 500 Required $28,050.00Provide interior masonry repairs as required inthe overall facility.

Other: Prep and PaintConcrete Masonry Walls

$5.00sq.ft. (Qty)

1,375 Required 1,482 Required 16 Required $14,365.00Prep and paint concrete masonry walls asrequired through the overall facility.

Other: Prep and PaintExposed Steel Columns

$8.00sq.ft. (Qty)

48 Required 100 Required $1,184.00Prep and paint exposed steel columns in the1962 and 1993 Additions.

Other: Prep and PaintExterior Soffits

$8.00sq.ft. (Qty)

138 Required 52 Required 326 Required $4,128.00Repair, prep and paint exterior soffits asrequired in the 1959 Original Construction and1962 and 1993 Additions.

Other: Prep and PaintSteel Lintels

$8.00sq.ft. (Qty)

25 Required 70 Required 15 Required 40 Required $1,200.00Prep and paint exposed steel lintels throughthe overall facility.

Other: Recaulk ExistingControl Joints

$5.50ln.ft. 120 Required $660.00Recaulk existing control joints in the 1993Addition.

Other: Recaulk Interior Joints

$5.50ln.ft. 630 Required 1,000 Required 150 Required 375 Required $11,852.50Recaulk interior joints as required in theoverall facility.

Other: Repair and PaintCovered Walkways

$8.00sq.ft. (Qty)

2,214 Required $17,712.00Prep and paint exposed steel columns, beamsand exposed wood deck in the CoveredWalkways.

Other: Repair and PaintExposed Concrete

$10.00sq.ft. (Qty)

826 Required $8,260.00Prep and paint exposed concrete structure asrequired in the 1959 Original Construction.

Other: Repair Concrete Lintels

$10.00sq.ft. (Qty)

120 Required 582 Required $7,020.00Repair and paint concrete lintels in the 1959Original Construction and 1962 Addition.

Sum: $292,711.25 $72,435.00 $168,962.50 $2,922.50 $48,391.25

View Administration Pod of 1962 Addition View of EIFS Wall in the 1959 Original Construction



Facility Assessment

I. Structure: Floors and RoofsDescription: 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 no

crawl space. There are no intermediate floors in this single story structure. Ceiling to structural deck spaces are insufficient to accommodateHVAC, electrical, and plumbing scopes of work in required renovations. Existing floor to ceiling height will not accommodate dropping the ceilingas a remedy due to the low profile of the existing roof structure. The roof construction of the 1959 Original Construction, 1962 Addition, and 1970Addition is 6 inch deep double T & G wood deck on steel tube, wood, and concrete precast beam construction, and is in fair condition. The 1959Original Construction, 1962, and 1970 Additions were built with very low profiles that will not allow for the addition of a fire separation assembly.The roof construction of the 1962 Addition over the Gymnasium is a wood deck on pre-engineered steel frame construction, and is in goodcondition. The roof construction over the Administration Offices of the 1962 Addition is a cast-in-place reinforced concrete arches on a reinforcedconcrete structural frame system, and is in good condition. The roof construction over the Kitchen Wing, the Large Group Restrooms and Corridornear the Gymnasium of the 1962 Addition is a precast reinforced concrete planks on structural steel frame construction, and is in good condition.The roof construction of the 1993 Addition is a metal form deck on pre-engineered steel frame construction, and is in good condition.


Recommendations: Replace the wood roof structure and deck in the 1959 Original Construction, 1962, and 1970 Additions. Under roof replacement funding,increasing the height of the new roof to accommodate required space for HVAC, electrical, and plumbing scopes of work and to meet OhioBuilding Code requirements for minimum exit egress heights.






Sum Comments

Other: WoodRoof Replacement

$75.00sq.ft. (Qty)

8,233 Required 25,869 Required 2,316 Required $2,731,350.00Replace existing wood roof framing system a metalform deck on metal joist roof system, includingdemolition of existing roof assembly and raising roofstructure 36.

Sum: $2,731,350.00$617,475.00 $1,940,175.00 $173,700.00 $0.00

Roof Structure Over the Gymnasium Roof Structure Of the 1993 Addition



Facility Assessment

J. General FinishesDescription: The overall facility features conventionally partitioned Classrooms with carpet or VAT type flooring, wood panel type ceilings, as well as painted

block type wall finishes, and they are in fair condition. The overall facility has Corridors with VCT and sealed concrete type flooring, wood paneland acoustical tile type ceilings, as well as painted block and painted wood panel type wall finishes, and they are in fair condition. The overallfacility has Restrooms with quarry tile or terrazzo type flooring, wood panel type ceilings, as well as glazed block type wall finishes, and they arein fair condition. Toilet partitions are painted steel or plastic, and are in good condition. Classroom casework in the overall facility is wood typeconstruction with plastic laminate tops, is inadequately provided for, and in fair to poor condition. The typical Classroom contains 10 lineal feet ofcasework, and Classroom casework provided ranges from 0 to 10 feet. Fixed casework provided in Classrooms are small sink countertop units.Classrooms are provided with adequate chalkboards, markerboards and tackboards which are in good condition. The lockers and Classroomstorage cubbies, located in the Classrooms, are adequately provided, and in fair condition. The Art program is equipped with a kiln in goodcondition, and existing kiln ventilation is inadequate. The facility is equipped with metal non-louvered interior doors that are recessed with properclearances, and are not provided with ADA-compliant hardware, and in fair to poor condition. The Gymnasium space has wood type flooring,wood panel type ceilings, as well as painted brick type wall finishes, and they are in fair condition. Wood Gymnasium flooring has been wellmaintained, will accommodate multiple future sandings and refinishings, and is rated at a median stage of its product lifecycle. Gymnasiumtelescoping stands are wood and in good to fair condition. Gymnasium basketball backboards are a fixed type, and are in good condition. TheMedia Center, located in the 1993 Addition, has carpet flooring, acoustical tile type ceilings, as well as painted gypsum board type wall finishes,and they are in fair condition. Student Dining has VCT type flooring, wood panel type ceilings, as well as painted block and brick type wallfinishes, and they are in fair condition. OSDM-required fixed equipment for Stage, located adjacent to the Gymnasium is inadequately provided,and in poor condition. Existing Gymnasium, Media Center and Music spaces are not provided with appropriate sound attenuation acousticalsurface treatments. Student Dining area is provided with sound attenuation acoustical surface treatment, however it is inadequate. Modularclassrooms are provided for Music Rooms with carpet flooring, textured and painted gypsum type ceilings and walls and are in fair condition. Theexisting Kitchen is full service, is undersized based on current enrollment, and the existing Kitchen equipment is in good condition. The Kitchenhood is in poor condition, and is equipped with the required UL 300 compliant wet chemical fire suppression system. The required 6 overhang onall three exposed sides of the cooking equipment is not provided by the hood. Kitchen hood exhaust ductwork is not of proper construction andnot installed as required by the OSDM and OBCMC. The walk-in cooler and freezer are located within the Kitchen spaces, and are in fair to poorcondition.


Recommendations: Provide complete replacement of finishes and casework due to the installation of systems outlined in Items A, C, D, E, I, K, L, M, T, U, W, anddue to age and condition. Provide for the replacement of Kitchen equipment due to age and condition. Provide sufficient sound attenuationacoustical surface treatment in the Gymnasium, Media Center, Student Dining Area, and Music spaces. Provide for replacement of interior doorsdue to age and condition. Provide for the replacement of toilet accessories due to age. Provide for the replacement of stage equipment due tocondition. Provide exterior wall insulation due to the items outlined in Item H. Provide for the replacement of Kitchen Exhaust Hood. Provide forthe repair of Terrazzo flooring, due to condition. Provide for the replacement of Demountable Partitions.




PassageInfill Addition (1970)3,846 ft


Sum Comments

Toilet Accessory Replacement

$0.20sq.ft. Required Required Required $10,595.20(per building area)

Door, Frame, and Hardware:

$1,300.00each 32 Required 64 Required 2 Required 6 Required $135,200.00(non-ADA)

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

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

Remove DemountablePartitions / Install NewGWB Partitions:

$9.00sq.ft. (Qty)

5,910 Required

1,530 Required

$66,960.00(includes the demolition of the demountablepartition, new partition with 5/8 abuseboard, 10 high walls braced to structureabove and the use of existing electric anddata runs; unit price is based on floor area)

Additional Wall Insulation $6.00sq.ft. (Qty)

4,700 Required

8,635 Required

4,175 Required

$105,060.00(includes the furring out of the existingwalls, insulation and abuse resistant GWB)

Walk-in Coolers/Freezers: $29,818.00per unit 2 Required $59,636.00Kitchen Exhaust Hood: $56,000.00per unit 1 Required $56,000.00(includes fans, exhaust & ductwork) Other: Acousitcal Control $3.00sq.ft.

(Qty) 10,096

Required 2,233

Required$36,987.00Provide sound attenuation treatment in the

Gymnasium, Student Dining, Media Center,and Music spaces.

Other: CompleteReplacement of Finishesand Casework Elementary School

$15.60sq.ft. (Qty)

11,963 Required

29,332 Required

4,265 Required

$710,736.00(elementary, per building area, with removalof existing)

Other: CompleteReplacement of Finishesand Casework Middle School

$15.58sq.ft. (Qty)

1,947 Required

4,775 Required

694 Required $115,541.28(middle, per building area, with removal ofexisting)

Other: Stage Equipment $14,000.00allowance Required $14,000.00Provide for the replacement of stageequipment due to condition.

Sum: $1,318,215.48$456,963.06 $726,995.10 $2,600.00 $131,657.32


Typical Corridor Finishes Kitchen Equipment and Finishes



Facility Assessment

K. Interior LightingDescription: The typical Classrooms in the overall facility are equipped with T-8 1x4 suspended and 1x4 and 2x4 lay-in direct fluorescent fixtures with single

level switching. Classroom fixtures are in fair condition, providing an average illumination of 35 FC, which is less than the 50 FC recommended bythe OSDM. The typical Corridors in the overall facility are equipped with T-8 1x4 suspended fluorescent fixtures with single level switching.Corridor fixtures are in fair condition, providing an average illumination of 20 FC, thus complying with the 20 FC recommended by the OSDM. TheGymnasium spaces are equipped with T-5 2x4 suspended fluorescent fixture type lighting, in good to fair condition, providing an averageillumination of 39 FC, which is less than the 50 FC recommended by the OSDM. The Media Center is equipped with T-8 1x4 suspendedfluorescent fixture type lighting in fair condition, providing an average illumination of 52 FC, thus complying with the 50 FC recommended by theOSDM. The Student Dining spaces are equipped with T-8 1x4 suspended fluorescent fixture type lighting with single level switching. StudentDining fixtures are in fair condition, providing an average illumination of 56 FC, thus complying with the 50 FC recommended by the OSDM. TheKitchen spaces are equipped with T-8 1x4 surface mount fluorescent fixture type lighting with single level switching. Kitchen fixtures are in fair topoor condition, providing an average illumination of 50 FC, which is less than the 75-80 FC recommended by the OSDM. The Service Areas inthe overall facility are equipped with pendant incandescent and T-8 1x4 suspended fluorescent fixture type lighting in fair condition. The typicalAdministrative spaces in the overall facility are equipped with T-5 2x4 suspended fluorescent fixture type lighting in good to fair condition,providing adequate illumination based on OSDM requirements. The overall lighting systems of the facility are not compliant with Ohio SchoolDesign Manual requirements due to age and condition, inadequate lighting levels, utilization of incandescent lighting, and lack of multi-levelswitching.


Recommendations: Provide complete replacement of lighting system due to age and condition, inadequate lighting levels, lack of multilevel switching, utilization ofincandescent lighting, and installation of systems outlined in Items A, C, J, and U.


Original Construction (1959)13,910 ft

Classroom Addition (1962)34,107 ft



Sum Comments

Complete Building Lighting Replacement

$5.00sq.ft. Required Required Required Required $284,110.00Includes demo ofexisting fixtures

Sum: $284,110.00 $69,550.00 $170,535.00 $19,230.00 $24,795.00

Corridor Fluorescent Light Fixture Classroom Fluorescent Light Fixture



Facility Assessment

L. Security SystemsDescription: The overall facility contains a GE motion detector and door contact type security system in fair condition. Motion detectors are adequately

provided in main entries, central gathering areas, Offices, main Corridors, and spaces where 6 or more computers are located. Exterior doors areequipped with door contacts. An automatic visitor control system is provided. 15 compliant color CCTV exterior cameras are provided at mainentry areas and parking lots. 1 interior CCTV camera is provided. CCTV is monitored in Administrative Area with the use of a VCR and LCDmonitor. A compliant computer controlled access control system integrating alarms and video signals, with appropriate UPS backup, is provided.The system is not equipped with biometric readers, but is equipped with a KeriSystems card and key pad door access control system. Thesecurity system is not adequately provided throughout, and the system is not compliant with Ohio School Design Manual guidelines. Playgroundfencing is not provided but Playground is separated from vehicular traffic by the building. The exterior site lighting system is equipped with surfacemounted HID metal halide, LED and incandescent entry lights in good to fair condition. Pedestrian walkways are illuminated with surface mountedHID metal halide fixtures in good to fair condition. Parking and bus pick-up / drop off areas are illuminated by pole mounted HID mercury vaporfixtures in good to fair condition. The exterior site lighting system provides inadequate illumination due to insufficient fixture capacity and sparseplacement 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 surface mounted lighting due to condition, to meetOhio School Design Manual guidelines. Provide additional fencing, funding included in complete replacement of security system.






Sum Comments

Security System: $1.85sq.ft. Required Required Required Required $105,120.70(complete, area of building) Other: Partial SiteLighting Upgrade

$0.50sq.ft. Required Required Required Required $28,411.00Provide partial replacement andenhancement of exterior site lightingsystem.

Sum: $133,531.70 $32,688.50 $80,151.45 $9,038.10 $11,653.65

Card And Key Pad Door Access Control System CCTV With VCR And LCD Monitor



Facility Assessment

M. Emergency/Egress LightingDescription: The overall facility is equipped with an emergency egress lighting system consisting of non compliant red lettered, LED, plastic construction

illuminated exit signs, and the system is in fair condition. The facility is equipped with emergency egress floodlighting, and the system is in faircondition. The system is provided with appropriate battery backup. The system is adequately provided throughout, meets Ohio Building Coderequirements, but does not meet Ohio School Design Manual requirements.


Recommendations: Provide complete replacement of emergency / egress lighting system to meet Ohio School Design Manual and Ohio Building Code guidelines.


Original Construction (1959)13,910 ft


Passage Infill Addition (1970)3,846 ft

Media Center Addition (1993)4,959 ft

Sum Comments

Emergency/Egress Lighting:

$1.00sq.ft. Required Required Required Required $56,822.00(complete, area ofbuilding)

Sum: $56,822.00 $13,910.00 $34,107.00 $3,846.00 $4,959.00

Typical Non-Conforming Emergency Egress Lighting System Typical Illuminated Exit Sign With Exposed Interior



Facility Assessment

N. Fire AlarmDescription: The overall facility is equipped with a Siemens FS-250 addressable type fire alarm system, installed in 2006, and in good condition, consisting of

manual pull stations, horn and strobe indicating devices, and smoke detectors. The system is automatic and is monitored by a third party. Thesystem is equipped with sufficient audible horns, strobe indicating device, smoke detectors and heat sensors. The system is not equipped withany flow switches and tamper switches. The system thus will not support future fire suppression systems without flow and tamper switches. Thesystem is adequately provided throughout, and does have additional zone capabilities. The system is compliant with Ohio Building Code, NFPA,and Ohio School Design Manual requirements.


Recommendations: Provide flow and tamper switches for a future sprinkler system.






Sum Comments

Other: Tamper and FlowSwitch Monitor Device

$4,000.00per system

1 Required $4,000.00Provide flow and tamper switches toaccomodate the future sprinkler system.

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

Main Fire Alarm Panel Fire Alarm Horn And Strobe Indicating Device In Courtyard



Facility Assessment

O. Handicapped AccessDescription: At the site, there is an accessible route provided from the public right-of-way, the accessible parking areas, and from the passenger unloading

zone to the main entrance of the school. There is an accessible route connecting all or most areas of the site. The exterior entrances are mostlyADA accessible. Access from the parking / drop-off area to the building entries is not compromised by steps or steep ramps. Adequate handicapparking is provided. Exterior doors are equipped with ADA hardware. Building entrances should be equipped with 2 ADA power assist doors, andnone are provided. Playground layout and equipment are mostly compliant. On the interior of the building, space allowances and reach rangesare mostly compliant. There is an accessible route through the building which does include protruding objects. Ground and floor surfaces arecompliant. Ramps and stairs do not meet all ADA requirements, and are insufficient due to non-compliant handrails. Elevation changes within theoverall facility are facilitated by 5 non-compliant steps in good condition, 1 non-compliant ramp in good condition. Special provisions for floor levelchanges in this single story structure have been appropriately addressed by steps and a ramp which are insufficient due to non-complianthandrails. Access to the Stage is provided by steps and is not facilitated by a Corridor at Stage level, chair lift, or ramp. Interior doors arerecessed, are provided adequate clearances, and are not provided with ADA-compliant hardware. 20 ADA-compliant toilets are required, and 6are currently provided. 20 ADA-compliant Restroom lavatories are required, and none are currently provided. 1 ADA-compliant ScienceClassroom lab sink is required, and none are currently provided. 4 ADA-compliant urinals are required, and 4 are currently provided, but all in thesame Large Group Restroom. 0 ADA-compliant showers are required, and none are currently provided. 4 ADA-compliant electric water coolersare required, and 2 are currently provided. Toilet partitions are plastic and metal, and do not provide appropriate ADA clearances. ADA-compliantaccessories are not adequately provided and mounted. Mirrors 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 Restroom is not compliant with ADA requirements due to lack ofADA-compliant accessories and appropriate ADA clearances. ADA signage is not provided on the interior or the exterior of the building.


Recommendations: Provide ADA-compliant signage, 2 power assist door openers, 2 electric water coolers, 5 toilets, 5 sinks, 3 urinals, 7 toilet partitions, and 5 doorsand frames in the overall facility to facilitate the schools meeting of ADA requirements. Replace handrails at steps to the Stage and at step inFine Arts connector with ADA compliant handrails. Add handrails at ramp with ADA compliant handrails. Enlarge and reconfigure new single ADAToilet Rooms for the 1 Health Clinic, 2 Staff, and 1 Kitchen Toilet Rooms, including 4 toilets, 4 sinks and 4 sets of ADA accessories in the 1959Original Construction. Add 1 new single ADA Toilet Room for Staff, including 1 toilet, 1 sink, and 1 set of ADA accessories. ADA electric watercoolers are corrected in Item E. ADA compliant sink base casework in the Classrooms is corrected in Item J. For interior doors that are not beingreplaced under this Item, door hardware to be replaced with funding provided in Item J. Provide ADA toilet accessories.




PassageInfill Addition (1970)3,846 ft

MediaCenterAddition (1993)4,959 ft

Sum Comments

Signage: $0.20sq.ft. Required Required Required $10,595.20(per building area) Toilet/Urinals/Sinks: $3,800.00unit 2 Required $7,600.00(new ADA) Toilet/Urinals/Sinks: $1,500.00unit 7 Required 4 Required $16,500.00(replacement ADA) Toilet Partitions: $1,000.00stall 2 Required 5 Required $7,000.00(ADA - grab bars, accessories included) ADA Assist Door & Frame: $7,500.00unit 2 Required $15,000.00(openers, electrical, patching, etc) Replace Doors: $5,000.00leaf 3 Required 2 Required $25,000.00(rework opening and corridor wall to

accommodate ADA standards when dooropening is set back from edge of corridor andcannot accommodate a wheelchair.)

Provide Toilet Accessories: $1,000.00per restroom

4 Required 9 Required $13,000.00

Other: ADA Step Handrails

$20.00ln.ft. 24 Required $480.00Add ADA compliant handrails at the Stagesteps.

Other: Add AccessibleUnisex Toilet Room

$10,000.00each 1 Required $10,000.00Add unisex Toilet Room to meet ADArequirements (includes fixtures, walls, door andhardware, floor drain, and supply lines fromnearby existing Restroom).

Other: Ramp Handrails $20.00ln.ft. 50 Required $1,000.00Add ADA compliant handrails at the ramp. Other: Reconfigure ToiletRooms for ADA Accessibility

$10,000.00each 4 Required $40,000.00Enlarge and reconfigure existing Toilet Roomto meet ADA requirements (includes fixtures,walls, door and hardware, floor drain, andsupply lines from existing Restroom).

Sum: $146,175.20 $34,282.00 $110,901.40 $0.00 $991.80


Ramp At Main Entrance Typical Classroom Door Configuration



Facility Assessment

P. Site ConditionDescription: The 15 acre relatively flat site is located in a suburban residential setting with moderate tree shrub floral type landscaping. Outbuildings include

three small storage sheds and three modular Classroom units. There are no apparent problems with erosion or ponding. The site is bordered bymoderately traveled city streets. Multiple entrances onto the site impede proper separation of bus and other vehicular traffic, and one-way bustraffic is provided. There is a curbside bus loading and unloading zone in front of the school, which is not separated from other vehicular traffic. Abus loop is provided for student loading and unloading. Staff and visitor parking is facilitated by multiple asphalt parking lots in fair to poorcondition, containing 104 parking places, which provides adequate parking for staff members, visitors, and the disabled. The site and parking lotdrainage design, consisting of storm sewers and catch basins, provides adequate evacuation of storm water, and no problems with parking lotponding were observed. Concrete curbs in fair to poor condition are not appropriately placed. Concrete sidewalks are properly sloped, are locatedto provide a logical flow of pedestrian traffic, and are in fair to poor condition. Trash pick-up and service drive pavement is heavy duty, is in poorcondition, and is equipped with a concrete pad area for dumpsters, which is in poor condition. Concrete pad area for dumpsters is undersized,and is not utilized for all dumpsters. There are no exterior steps or handrails on site. The playground equipment is primarily constructed of coatedsteel and high density plastic, and is in good condition. Playground equipment is placed to provide compliant fall zones, and on a compliant woodfiber mulch of sufficient depth. Hard surfaces, with a basketball court and painted games, are provided on an asphalt surface. The site isequipped with sufficient tables and benches in fair condition. Playground fencing is not provided but Playground is separated from vehicular trafficby the building. The athletic facilities are comprised of baseball diamond and multipurpose field, and are in fair condition. Site features aresuitable for outdoor instruction, which is enhanced by the districts provision of benches, tables, and athletic equipment. There are no readilyevident site conditions that might significantly affect master planning. Due to the size of the site, future building expansion is not recommended.


Recommendations: Provide a dedicated and separated bus loading and unloading zone on the site. Provide new concrete dumpster pad due to size and condition.Provide for the replacement of heavy duty asphalt due to condition. Provide for the replacement of light duty asphalt due to condition. Replaceconcrete sidewalks as required due to condition. Replace concrete curbs as required due to condition. Provide site contingency allowances forunforeseen conditions.






Sum Comments

Replace Existing AsphaltPaving (heavy duty):

$30.00sq. yard 622 Required 3,199 Required177 Required 446 Required $133,320.00(including drainage / tear out for heavyduty asphalt)

Replace Existing AsphaltPaving (light duty):

$28.00sq. yard 388 Required 1,998 Required111 Required 278 Required $77,700.00(including drainage / tear out for lightduty asphalt)

Bus Drop-Off for Elementary $110.00per student

500 Required $55,000.00(Number of students should berounded up to the nearest 100.$5500 per bus; 40 students per bus;80% of elementary school studentsriding)

Bus Drop-Off for Middle $110.00per student

100 Required $11,000.00(Number of students should berounded up to the nearest 100.$5500 per bus; 40 students per bus;80% of middle school students riding)

Concrete Curb: $17.87ln.ft. 122 Required 630 Required 35 Required 88 Required $15,636.25(new) Concrete Sidewalk: $4.69sq.ft.

(Qty) 490 Required 2,520 Required140 Required 350 Required $16,415.00(5 inch exterior slab)

Base Sitework Allowance forUnforeseen Circumstances

$50,000.00allowance Required $50,000.00Include this and one of the next two.(Applies for whole building, so only one addition should have this item)

Sitework Allowance forUnforeseen Circumstances forbuildings between 0 SF and100,000 SF

$1.50sq.ft. Required Required Required Required $85,233.00Include this one or the next. (Eachaddition should have this item)

Other: Provide ConcreteDumpster Pad

$2,400.00each 2 Required $4,800.00(for three dumpsters)

Sum: $449,104.25 $175,667.24 $226,151.40 $15,469.05 $31,816.56


Playground Equipment Asphalt Paving and Concrete Sidewalks



Facility Assessment

Q. Sewage SystemDescription: The sanitary sewer system is tied in to the municipal system, and is in good condition. No significant system deficiencies were reported by the

school district or noted during the physical assessment.

Rating: 1 Satisfactory

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

Item CostUnitWhole BuildingOriginal Construction (1959)13,910 ft




SumComments

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

Kitchen Grease Trap Interceptor Sanitary Waste Piping



Facility Assessment

R. Water SupplyDescription: The domestic water supply system is tied in to the municipal system, features 4 service and 4 water meter, which is located in a vault near the

street, and is assumed to be in good to fair condition. The District was not able to provide water supply flow test data. The existing domestic waterservice appears to meet the facilitys current needs. The facility is not equipped with an automated fire suppression system, and the existingwater supply will not provide adequate support for a future system. The domestic water service is not equipped with a water booster pump, andnone was required. The system does not provide adequate pressure and capacity for the future needs of the school.

Rating: 1 Satisfactory

Recommendations: Provide a new city water supply line of adequate capacity to support the existing needs of the facility, as well as a future automated firesuppression system. Funding provided in Item U.

Item CostUnitWhole BuildingOriginal Construction (1959)13,910 ft




SumComments

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

Incoming Domestic Water Service Meter Vault Incoming Domestic Water Service Line



Facility Assessment

S. Exterior DoorsDescription: Typical exterior doors in the overall facility are aluminum and hollow metal type construction, installed on aluminum and hollow metal frames, and

in fair condition. Typical exterior doors feature single glazed tempered glass or no vision panels, and appropriate hardware. Entrance doors in theoverall facility are aluminum type construction, installed on aluminum frames, and in fair to poor condition. Entrance doors feature insulatedtempered glass vision panels, transoms and sidelights, and appropriate hardware. The facility is not equipped with a roof access door. There isone overhead aluminum door in fair condition.


Recommendations: Replace exterior doors in the 1959 Original Construction and 1962 Addition due to age and condition. Replace overhead door in the 1962Addition due to age and condition. Replacement of single glazed transoms and sidelights is addressed in Item F.


O

osfc report, wilson elementary school

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