OSFC Report, Sherwood Elementary School

8/13/2019 OSFC Report, Sherwood Elementary School

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

Program Type Expedited Local Partnership Program (ELPP)

Setting Suburban

Assessment Name Sherwood Elementary School (61937) FINAL

Assessment Date 2013-08-22

Cost Set: 2013

Building Name Sherwood Elem

Building IRN 61937

Building Address 7080 Grantham Way

Building City Cincinnati

Building Zipcode 45230

Building Phone 513-231-7565

Acreage 20.00

Current Grades: K-6

Teaching Stations 40

Number of Floors 1

Student Capacity 379

Current Enrollment 555

Enrollment Date 2013-08-20

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

Number of Classrooms 32

Historical Register NO

Buildings Principal Mr. Dan Hamilton

Building Type Elementary/Middle

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Report Generated at 29 Oct 2013 09:39Building Information - Forest Hills Local SD (47340) - Sherwood Elem Page 1


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Building Pictures - Forest Hills Local SD(47340) - Sherwood Elem(61937)

North elevation photo: East elevation photo:

South elevation photo: West elevation photo:

GENERAL DESCRIPTION

56,113 Total Existing Square Footage1970,1993 Building Dates

K-6 Grades555 Current Enrollment

40 Teaching Stations20.00 Site Acreage

Sherwood Elementary School, which is not on the National Register of Historic Buildings, and originally constructed in 1970, is a 1 story, 56,113 square foot brick school buildinglocated in a suburban residential setting. The existing facility features an Open Concept design, and does not utilize modular buildings. The structure of 1970 Original Construction

contains a steel frame with a non-load bearing exterior brick veneer on concrete masonry type exterior wall construction. The structure of 1993 Addition contains a brick veneerloading bearing wall type exterior wall construction. The overall facility has concrete masonry units, brick, ceramic tile, wood, metal stud framed partitions with gypsum board,demountable partitions and operable partition type wall construction in the interior. The floor system of the base floor of the overall facility is concrete slab on grade typeconstruction. There are no intermediate floors in this single story structure. The roof structure of the overall facility, except for over the Gymnasium, is metal form deck on steel

joist type construction. The roof structure over the Gymnasium is tectum deck on steel joist type construction. The roofing system over the 1970 Original Construction, except forover the Gymnasium, is a combination of a fully adhered EPDM membrane roof that was installed in 2007 and a modified asphalt built-up roof with gravel wear coat that wasinstalled in 1970. The roofing system over the Gymnasium of the 1970 Original Construction is a fully adhered EPDM membrane roof that was installed in 2010. The roofingsystem over the 1993 Addition is a modified asphalt built-up system with gravel wear coat that was installed in 2007. The ventilation system of the building is inadequate to meetthe needs of the users. The Open Concept Classrooms are undersized in terms of the current standards established by the State of Ohio. Physical Education and Student Diningspaces consist of one Gymnasium and separate Student Dining. 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 fire alarm system. The facility is not equipped with an automated fire suppression system. The building is reported to containasbestos and other hazardous materials. The overall building is not compliant with ADA accessibility requirements. The school is located on a 20 acre site adjacent to residentialproperties. The property and playgrounds are partially fenced for security. Access onto the site is unrestricted. Site circulation is fair. There is dedicated space for school buses toload and unload on the site. Parking for staff, visitors and community events is adequate.

This facility was constructed with the same Open Concept floor plan as Ayer Elementary School.

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Report Generated at 29 Oct 2013 09:39Building Pictures - Forest Hills Local SD(47340) - Sherwood Elem(61937) Page 2


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Building Construction Information - Forest Hills Local SD (47340) - Sherwood Elem (61937)

Name Year Handicapped Access Floors Square FeetOriginal Construction 1970 no 1 52,725Classroom Addition 1993 yes 1 3,388

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Report Generated at 29 Oct 2013 09:39Building Construction Information - Forest Hills Local SD (47340) - Sherwood Elem (61937) Page 3


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Building Component Information - Forest Hills Local SD (47340) - Sherwood Elem (61937)

AdditionAuditorium

FixedSeating

CorridorsAgriculturalEducation

Lab

PrimaryGymnasium

MediaCenter

VocationalSpace

StudentDining Kitchen Natatorium

IndoorTracks

AdultEducation

BoardOffices

OutsideAgencies

AuxiliaryGymnasium

Original Construction(1970) 968 3279 4859 2528 2371

Classroom Addition(1993)Total 0 968 0 3,279 4,859 0 2,528 2,371 0 0 0 0 0 0

Master Planning Considerations There are no readily evident site conditions that might significantly affect master planning.

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Report Generated at 29 Oct 2013 09:39Building Component Information - Forest Hills Local SD (47340) - Sherwood Elem (61937) Page 4


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Existing CT Programs for Assessment Next Page

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Program Type Program Name Related Space Square FeetNo Records Found

Legend:

Not in current design manual

In current design manual but missing from assessment

Report Generated at 29 Oct 2013 09:39 Page 5


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Main Assessment Menu - Forest Hills Local SD (47340) - Sherwood Elem (61937)

Building Summary - Sherwood Elem (61937)

District: Forest Hills Local SDName: Sherwood ElemAddress: 7080 Grantham Way

Cincinnati,OH 45230Bldg. IRN: 61937

County: Hamilton Area: Southwestern Ohio (1)Contact: Mr. Dan HamiltonPhone: 513-231-7565Date Prepared: 2013-08-22 By: Julie AptDate Revised: 2013-10-29 By: Julie Apt

Current Grades K-6 Acreage: 20.00Proposed Grades N/A Teaching Stations: 40

Current Enrollment 555 Classrooms: 32Projected Enrollment N/AAddition Date HA Number of Floors Current Square FeetOriginal Construction 1970 no 1 52,725Classroom Addition 1993 yes 1 3,388Total 56,113

*HA = Handicapped Access*Rat ing =1 Sat isfactory

=2 Needs Repair=3 Needs Replacement

*Const P/S = Present/Scheduled ConstructionFACILITY ASSESSMENT

Cost Set: 2013 RatingDollar

Assessment CA. Heating System 3 $1,914,575.56 -

B. Roofing 3 $412,209.88 -C. Ventilation / Air Conditioning 2 $33,056.50 -D. Electrical Systems 3 $910,713.99 -E. Plumbing and Fixtures 2 $193,600.00 -F. Windows 3 $181,351.20 -G. Structure: Foundation 2 $6,140.00 -H. Structure: Walls and Chimneys 2 $94,963.00 -I. Structure: Floors and Roofs 1 $0.00 -J. General Finishes 3 $1,764,952.86 -K. Interior Lighting 3 $280,565.00 -L. Security Systems 3 $131,865.55 -M. Emergency/Egress Lighting 3 $56,113.00 -N. Fire Alarm 2 $4,000.00 -O. Handicapped Access 2 $148,392.60 -P. Site Condition 2 $289,471.45 -Q. Sewage System 1 $0.00 -R. Water Supply 1 $0.00 -S. Exterior Doors 3 $58,500.00 -T. Hazardous Material 3 $11,881.20 -U. Life Safety 3 $180,121.60 -V. Loose Furnishings 3 $168,339.00 -W. Technology 3 $634,019.31 -

- X. Construction Contingency / Non-Construction Cost

- $1,826,123.81 -

Total $9,300,955.51

CEFPI Appraisal Summary

Section Points Possible Points Earned Percentage Rating CategoryCover Sheet 1.0 The School Site 100 89 89% Satisfactory2.0 Structural and Mechanical Features 200 135 68% Borderlin3.0 Plant Maintainability 100 68 68% Borderlin4.0 Building Safety and Security 200 167 84% Satisfactory5.0 Educational Adequacy 200 141 71% Satisfactory6.0 Environment for Education 200 140 70% SatisfactoryLEED Observations Commentary Total 1000 740 74% SatisfactoryEnhanced Environmental Hazards Assessment Cost Estimates

C=Under Contract

Renovation Cost Factor 98.14%Cost to Renovate (Cost Factor applied) $9,127,957.74The Replacement Cost Per SF and the Renovate/Replace ratio are only provided when this summary is requested from a Master Plan.

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Report Generated at 29 Oct 2013 09:39Main Assessment Menu - Forest Hills Local SD (47340) - Sherwood Elem (61937) Page 6


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Original Construction (1970) Summary






*HA = Handicapped Access*Rat ing =1 Sat isfactory




Assessment CA. Heating System 3 $1,798,977.00 -

B. Roofing 3 $412,209.88 -C. Ventilation / Air Conditioning 2 $31,362.50 -D. Electrical Systems 3 $855,726.75 -E. Plumbing and Fixtures 2 $187,600.00 -F. Windows 3 $169,384.40 -G. Structure: Foundation 2 $5,600.00 -H. Structure: Walls and Chimneys 2 $87,460.25 -I. Structure: Floors and Roofs 1 $0.00 -J. General Finishes 3 $1,704,542.22 -K. Interior Lighting 3 $263,625.00 -L. Security Systems 3 $123,903.75 -M. Emergency/Egress Lighting 3 $52,725.00 -N. Fire Alarm 2 $4,000.00 -O. Handicapped Access 2 $147,715.00 -P. Site Condition 2 $275,080.35 -Q. Sewage System 1 $0.00 -R. Water Supply 1 $0.00 -S. Exterior Doors 3 $48,500.00 -T. Hazardous Material 3 $11,847.30 -U. Life Safety 3 $169,280.00 -V. Loose Furnishings 3 $158,175.00 -W. Technology 3 $595,738.35 -


- $1,735,394.82 -

Total $8,838,847.57



C=Under Contract

Renovation Cost Factor 98.14%Cost to Renovate (Cost Factor applied) $8,674,445.00The Replacement Cost Per SF and the Renovate/Replace ratio are only provided when this summary is requested from a Master Plan.



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Classroom Addition (1993) Summary






*HA = Handicapped Access*Rating =1Satisfactory




Assessment CA. Heating System 3 $115,598.56 -

B. Roofing 3 $0.00 -C. Ventilation / Air Conditioning 2 $1,694.00 -D. Electrical Systems 3 $54,987.24 -E. Plumbing and Fixtures 2 $6,000.00 -F. Windows 3 $11,966.80 -G. Structure: Foundation 2 $540.00 -H. Structure: Walls and Chimneys 2 $7,502.75 -I. Structure: Floors and Roofs 1 $0.00 -J. General Finishes 3 $60,410.64 -K. Interior Lighting 3 $16,940.00 -L. Security Systems 3 $7,961.80 -M. Emergency/Egress Lighting 3 $3,388.00 -N. Fire Alarm 2 $0.00 -O. Handicapped Access 2 $677.60 -P. Site Condition 2 $14,391.10 -Q. Sewage System 1 $0.00 -R. Water Supply 1 $0.00 -S. Exterior Doors 3 $10,000.00 -T. Hazardous Material 3 $33.90 -U. Life Safety 3 $10,841.60 -V. Loose Furnishings 3 $10,164.00 -W. Technology 3 $38,280.96 -


- $90,728.99 -

Total $462,107.94



C=Under Contract

Renovation Cost Factor 98.14%Cost to Renovate (Cost Factor applied) $453,512.73The Replacement Cost Per SF and the Renovate/Replace ratio are only provided when this summary is requested from a Master Plan.



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Facility Assessment

A. Heating System

Description: The existing system for the 1970 Original Construction is an electric fired and natural gas fired ducted packaged and split HVAC unit type system,installed in 1970, and is in fair to poor condition. The existing system for the 1993 Addition is a natural gas fired ducted roof top heat pump typesystem, installed in 1993, and is in fair condition. 2-pipe vs. 4-pipe designations are not applicable in this facility due to the AC system being a DXtype cooling system which is not compliant with OSDM requirements. Heated air in the 1970 Original Construction is provided via a centralGovernair packaged HVAC unit, along with multiple ducted split HVAC units (with deck mounted air handlers and roof top condensing units)manufactured by Carrier, and is distributed to terminal units consisting of induction units with re-heat coils and air handlers. Cabinet heaters arealso provided. The terminal equipment was installed in 1970 and is in fair to poor condition. Heated air in the 1993 Addition is provided by multipleTrane roof top ducted heat pumps and distributed to the Classroom and other associated spaces in the Addition. The terminal equipment wasinstalled in 1993 and is in fair condition. The system does not appear to comply with the 15 CFM per person fresh air requirements of the OhioBuilding Code mechanical code and Ohio School Design Manual. The pneumatic and digital/electric type system temperature controls are originalto each addition and are in fair to poor condition. The system does not feature individual temperature controls in all spaces required by theOSDM. The overall system does not feature any central energy recovery systems. The facility is not equipped with louvered interior doors tofacilitate Corridor utilization as return air plenums. The existing system is ducted, but the ductwork cannot be integrated into a possible futuresystem due to arrangement, air volume, and routing of existing ductwork. The overall heating system is evaluated as not being in safe andefficient working order, and long term life expectancy of the existing system is not anticipated. The structure is equipped with central electric firedDX 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.

Item Cost Unit WholeBuilding

OriginalConstruction (1970)52,725 ft !

ClassroomAddition (1993)3,388 ft !

Sum Comments

HVAC SystemReplacement:

$26.12sq.ft. Required Required $1,465,671.56(includes demo of existing system and reconfiguration of piping layout andnew controls, air conditioning)

Convert To DuctedSystem

$8.00sq.f t. Required Required $448,904.00(includes cost for vert. & horz. chases, cut openings, soffits, e tc . Must be usedin addition to HVAC System Replacement if the existing HVAC system isnon-ducted)

Sum: $1,914,575.56$1,798,977.00 $115,598.56

Cabinet Heater Temperature Controls

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Report Generated at 29 Oct 2013 09:39Facility Assessment Page 9


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Facility Assessment

B. Roofing

Description: The roof over the 1970 Original Construction, except for over the Gymnasium, is a combination of a fully adhered EPDM Carlisle membranesystem that was installed in 2007, and is in good condition and a modified asphalt built-up system with gravel wear coat that was installed in1970, and is in fair condition. The roof over the Gymnasium of the 1970 Original Construction is a fully adhered EPDM Carlisle membrane systemthat was installed in 2010, and is in good condition. The roof over the 1993 Addition is a modified asphalt built-up system with gravel wear coatthat was installed in 2007, and is in good condition. There are no District reports of current leaking. Signs of past leaking were observed duringthe physical assessment. Access to the roof was gained by an access hatch with roof access ladder that is in good condition. Fall safetyprotection cages are not required and are not provided. There were no observations of standing water on the roof. Metal cap flashings andcopings are in good condition. Roof storm drainage is addressed through a system of roof drains, which are properly located, and in good to faircondition. The roof over the 1970 Original Construction is not equipped with overflow roof drains, though they are not required on this building.The roof over the 1993 Addition is equipped with overflow roof drains in sufficient quantity and in good condition. No problems requiring attentionwere encountered with any roof penetrations. There are not any covered walkways attached to this structure.


Recommendations: The roof over the 1970 Original Construction, except for over the Gymnasium, requires replacement to meet Ohio School Design Manualguidelines for age of system and due to condition. New flashing is included in roof replacement.

Item Cost Unit Whole BuildingOriginal Construction (1970)52,725 ft !

Classroom Addition (1993)3,388 ft !

Sum Comments

Membrane (all types):$8.27sq.ft. (Qty) 49,844 Required $412,209.88(unless under 10,000 sq.ft.)Sum: $412,209.88 $412,209.88 $0.00

Roof Over the 1970 Original Construction Roof Over the 1993 Addition




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Facility Assessment

C. Ventilation / Air Conditioning

Description: The 1970 Original Construction is equipped with an electric fired ducted roof top type central air conditioning system, installed in 1970, and in faircondition. The central ducted packaged roof top unit provides cooling air via induction units with reheat coils and air handlers. The terminalequipment was installed in 1970 and is in fair condition. Window units are provided in a single Office location of the 1970 Original Construction.Isolated room systems consisting of ducted deck mounted air handlers with DX cooling condensing units located on the roof are provided in the1993 Addition. The ventilation system in the overall facility consists of air handlers, original to each addition and in fair condition, providing freshair to Classrooms, and other miscellaneous spaces as Gymnasium, Student Dining, and Media Center. Relief air venting is provided by airhandlers, central relief fans, and return air grilles located in the utility island in each Classroom. The ceiling is then utilized as a return air plenum.The ventilation system does not appear to meet the Ohio Building Code 15 CFM per occupant fresh air requirement. The overall system is notcompliant with Ohio Building Code and Ohio School Design Manual requirements. Dust collection systems are not required in this facility. The Artprogram is equipped with a kiln, and existing kiln ventilation system is inadequate, and in fair condition. General building exhaust systems forRestrooms, Storage Rooms, Art Rooms, and Custodial Closets appear adequately placed, but are in fair 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 located in Restrooms, Storage Rooms, and Custodial Closets. Replace the existing Art Program kilnventilation system due to age, condition, and non-OSDM compliance.


Original Construction(1970)52,725 ft !

Classroom Addition(1993)3,388 ft !

Sum Comments

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

$0.50sq.ft . Required Required $28,056.50Replace general building exhaust systems located in Restrooms,Storage Rooms, and Custodial Closets.

Sum: $33,056.50 $31,362.50 $1,694.00

Ducted Roof Top HVAC Unit Roof Top Condensing Unit




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Facility Assessment

D. Electrical Systems

Description: The electrical system provided to the 1970 Original Construction is a 480 volts, 1,200 amp, 3 phase and 4 wire system installed in 1970, and is infair condition. The system in the 1993 Addition is an extension of that found in the 1970 Original Construction. Power is provided to the school bya single utility owned, pad-mounted transformer located at the rear of the facility, and in fair condition. The panel system, installed in 1973 withupgrades in 1993, is in fair condition, and cannot be expanded to add additional capacity. The Classrooms are not equipped with adequateelectrical outlets. The typical Classroom contains three (3) general purpose outlets, zero (0) dedicated outlets for each Classroom computer, andone (1) dedicated outlet for each Classroom television. Some Classrooms are equipped with as many as four (4) general purpose outlets, whileothers are equipped with as few as two (2) general purpose outlets. There are not any spaces that have no electrical outlets. The Corridors areequipped with adequate electrical outlets for servicing. Adequate GFI protected exterior outlets are not provided around the perimeter of thebuilding. The facility is not equipped with an emergency generator. 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 overall electrical system does not meet Ohio School Design Manual requirements in supporting the current needs of the school, and will beinadequate to meet the facilitys future needs.


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


OriginalConstruction(1970)52,725 ft !


Sum Comments

SystemReplacement:

$16.23sq.ft. Required Required $910,713.99(Includes demo of existing system. Includes generator for life safety systems. Does notinclude telephone or data or equipment) (Use items below ONLY when the entiresystem is NOT being replaced)

Sum: $910,713.99 $855,726.75 $54,987.24

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 3 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 overall facility is cast iron, is original to each addition, and is in good condition. The facility is equippedwith 1 AO Smith gas water heater in fair condition, with 2 separate AO Smith 500 gallon storage tanks in fair condition. The facility is alsoequipped with a Raypak gas water heater, used as a back-up heater, in fair condition. The school contains 3 Large Group Restrooms for boys, 3Large Group Restrooms for girls, no Locker Room Restrooms for boys, no Locker Room Restrooms for girls, 1 Restroom associated withspecialty Classrooms, and 4 Restrooms for staff. Boys Large Group Restrooms contain 1 ADA and 3 non-ADA wall mounted flush valve toilets,no ADA and 10 non-ADA wall mounted flush valve urinals, 1 ADA and 1 non-ADA wall mounted lavatories, as well as 2 half round wash basins.Girls Large Group Restrooms contain 2 ADA and 9 non-ADA wall mounted flush valve toilets, 1 ADA and 2 non-ADA wall mounted lavatories, aswell as 2 half round wash basins. No Locker Room Restrooms are provided in this facility. Staff Restrooms contain no ADA and 4 non-ADA wallmounted flush valve toilets, no ADA and 1 non-ADA wall mounted flush valve urinal, as well as no ADA and 4 non-ADA wall mounted lavatories.Condition of fixtures is good. The facility is equipped with no wall mounted drinking fountains, but has 1 ADA and 3 non-ADA electric watercoolers, in fair condition. The 32 Elementary Classrooms are equipped with 3 ADA and 18 non-ADA lavatory mounted type drinking fountains, infair condition. Special Education Classroom is equipped with the required Restroom facilities. Kitchen is not equipped with the required Restroom.Heath Clinic is equipped with the required Restroom, and fixtures are in fair condition. Kindergarten Classrooms are equipped with Restroomfacilities, and fixtures are in good condition. Kitchen fixtures consist of 3 single compartment sinks, 1 double compartment sink, 1 triplecompartment sink, 1 dishwasher, 1 disposal, and 2 hand sinks, which are in good condition. The Kitchen is not equipped with a greaseinterceptor. The Kitchen is provided the required 140 degree hot water supply via a booster type water heater, which is in good condition. Theschool meets the OBC requirements for fixtures. Relative to LEED requirements, the school is not equipped with low flow type fixtures. Per OBCand OSDM requirements this facility should be equipped with 12 toilets, 4 urinals, 14 lavatories, 34 Classroom lavatory mounted type drinkingfountains, and 7 electric water coolers. Observations revealed that the school is currently equipped with 23 toilets, 12 urinals, 16 lavatories, 4 halfround wash basins, 21 Classroom lavatory mounted type drinking fountains, and 4 electric water coolers. ADA requirements are not met forfixtures and drinking fountains (see It em O). Custodial Closets are properly located and are adequately provided with required service sinks orfloor drain sinks, which are in good to fair condition. Science Classrooms / Project Laboratories are equipped with required gas connections, butare not equipped with required utility sink, compressed air connections, and safety shower / eyewash. Due to existing grade configuration, noBiology or Chemistry 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 13 new Elementary Classroom lavatory mounted typedrinking fountains, provide 3 new electric water coolers, and 1 new grease interceptor for the Kitchen. Due to age, condition, LEED, and OSFCrequirements, replace 2 water heaters, 1 500 gallon hot water storage tank, 4 half round wash basins with 4 ADA three station modular lavatories,replace 21 Elementary Classroom lavatory mounted type drinking fountains, provide 4 new electric water coolers and 54 new low flow flushvalves and faucets. See Item O for replacement of fixtures related to ADA requirements. Provide the Science Classroom with the required utilitysink, compressed air connection, and safety shower / eyewash station. Kitchen, Health Clinic, Locker Room Restrooms, and Showers correctedin Item O.




Sum Comments

Domestic Water Heater: $5,100.00per unit 2 Required $10,200.00(remove / replace)Sink: $2,500.00unit 15 Required $37,500.00(new)Electric water cooler: $3,000.00unit 7 Required $21,000.00(double ADA)Replace faucets and f lush valves $500.00per unit 48 Required 6 Required $27,000.00(average cost to remove/ replace)Three Station Modular Lavatory $4,000.00unit 4 Required $16,000.00(remove / replace)HIGH BAY/INDUSTRIAL SPACE - LABTYPES 5,6,7 - Safety Shower/Eyewash -New Installation

$2,500.00each 1 Required $2,500.00

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

$2,400.00unit 1 Required $2,400.00

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

$15,000.00persystem

1 Required $15,000.00

HIGH BAY/INDUSTRIAL SPACE - LABTYPES 5,6,7 - Grease Trap or Oil Interceptor

$6,000.00each 1 Required $6,000.00

Other: Domestic Hot Water Storage Tank $5,000.00each 1 Required $5,000.00Replace two 500 gallon hot water storage tanks withone 500 gallon hot water storage tank.

Other: Lavatory Mounted Type DrinkingFountain

$1,500.00per unit 32 Required 2 Required $51,000.00Due to age, condition, LEED, and OSFCrequirements, replace 21 Elementary Classroom sinkmounted type drinking fountains.

Sum: $193,600.00 $187,600.00 $6,000.00



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Typical Classroom Lavatory with Sink Mounted Drinking Fountain in the 1970 OriginalConstruction

Typical Large Group Restroom In the 1970 Original Construction




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Facility Assessment

F. Windows

Description: The 1970 Original Construction is equipped with two window systems. The first system is equipped with aluminum frame windows with singlepane glazing, which was installed in 1970, and is in fair condition. The second system is equipped with thermal broken aluminum frame windowswith double glazed insulated glazing, which was installed in 1993, and is in fair condition. The window systems feature operable windows at allopenings and operable windows are equipped with opening limiters in good to fair condition. Insect screens are only provided for the 1970window system and are in good to fair condition. Window system seals are in good condition, with no air and water infiltration being experienced.Window system hardware is in good to fair condition. The 1970 Original Construction does meet the OSDM requirement for providing windowopenings equal to 5% of the Classroom floor area. The 1993 Addition is equipped with thermally broken aluminum frame windows with doubleglazed insulated glazing type window system, which was installed in 1993, and is in good to fair condition. The window system features operablewindows throughout the addition, and operable windows are equipped with opening limiters in good to fair condition. Insect screens are notprovided. Window system seals are in good to fair condition, with no air and water infiltration being experienced. Window system hardware is ingood to fair condition. The window systems in the overall facility feature surface mounted blinds, which are in good to fair condition. This facility isnot equipped with any curtain wall systems. This facility does not feature any glass block windows. The exterior doors in the 1970 Addition areequipped with aluminum frame sidelights and transoms with tempered single pane glazing, in fair condition. Exterior door vision panels aretempered single pane glazing. The exterior doors in the 1993 Addition are equipped with hollow metal frame sidelights and transoms withtempered double glazed insulated glazing, in fair condition. Exterior door vision panels are tempered double glazed insulated glazing. The schooldoes not contain skylights. The school does not contain clerestories. The interior glass is not OSDM-compliant due to non-compliance withcurrent Ohio Building Codes. Window security grilles are not provided for ground floor windows. There is not a Greenhouse associated with thisschool.


Recommendations: Replace the existing window systems in the overall facility due to age and condition with a new insulated window system with integral blinds tomeet with Ohio School Design Manual requirements. Provide new windows as required to meet Ohio School Design Manual requirements forClassroom windows. Provide new skylights as required to meet Ohio School Design Manual requirements for Classroom windows. Replacewindow transoms and sidelights at exterior doors for the overall facility. Replace non-code compliant interior glazing in the 1970 OriginalConstruction. Exterior door vision panel replacement for the overall facility is addressed in Item S in exterior door replacement scope.




Sum Comments

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

104 Required 188 Required $16,673.20(includes blinds)

Other: New Skylight Openings $150.00sq.ft.(Qty)

540 Required $81,000.00Provide new skylights as required to meet Ohio School DesignManual requirements for Classroom windows.

Other: New Window Openings $75.00sq.ft.(Qty)

630 Required $47,250.00Provide new windows as required to meet Ohio School DesignManual requirements for Classroom windows.

Other: Replace Non-CompliantInterior Glazing

$28.00sq.ft.(Qty)

360 Required $10,080.00Replace non-code compliant interior glazing in the 1970 OriginalConstruction.

Other: Replace Transoms andSidelights

$28.00sq.ft.(Qty)

897 Required 44 Required $26,348.00Replace window transoms and sidelights at exterior doors forthe overall facility.

Sum: $181,351.20 $169,384.40 $11,966.80

Typical Opening at Classrooms Kitchen Windows in the 1970 Original Construction




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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 were observed through the overall facility.The District reports that there has been no past leaking related to foundation issues. No grading or site drainage deficiencies were noted aroundthe perimeter of the structure that are contributing or could contribute to foundation or wall structural deterioration.


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




Sum Comments

Other: Repair Hairline Cracks andSpalling

$10.00sq.ft.(Qty)

560 Required 54 Required $6,140.00Repair areas of minor cracking and spalling through theoverall facility.

Sum: $6,140.00 $5,600.00 $540.00

1970 Original Construction Exposed Concrete Foundation Exposed Concrete Foundation at Exterior Sidewalk




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Facility Assessment

H. Structure: Walls and Chimneys

Description: The 1970 Original Construction has a steel frame with a non-load bearing exterior brick veneer on concrete masonry which displayed somelocations of deterioration, and is in good to fair condition. The exterior masonry appears to have appropriately spaced and adequately caulkedcontrol joints in good to fair condition. The 1993 Addition has a brick veneer loading bearing wall system which displayed a few locations ofdeterioration, and is in good to fair condition. Control joints are provided at some lintel locations, door and window locations, building corners, andwall offsets and are in good to fair condition. The school does have sufficient expansion joints located between the 1970 Original Constructionand 1993 Addition, and they are in good condition. Exterior walls in the 1970 Original Construction are inadequately insulated. Exterior walls inthe 1993 Addition are adequately insulated. Brick veneer masonry walls in the 1970 Original Construction are non-conforming cavity walls. Brickveneer masonry walls in the 1993 Addition are cavity walls. Weep holes are provided in the 1970 Original Construction in sufficient quantity at 36inches on center at lintels, below sills, and the base of masonry cavity walls, and are in good condition. Weep holes are not rope type weeps.Vents are not provided. Weep holes are provided in the 1993 Addition in sufficient quantity at 24 at lintels, below sills, and the base of masonrycavity walls, and are in good condition. Weep holes are not rope type weeps. Vents are provided in sufficient quantity. The exterior masonry hasnot been cleaned and sealed in recent years, and shows evidence of mortar deterioration and has locations of efflorescence and staining.Architectural exterior accent materials consist of metal fascia panels and epoxy mosaic wall surfacing, which are in good to fair condition. Interiorwalls are concrete masonry units, brick, ceramic tile, wood, metal stud framed partitions with gypsum board, demountable partitions and operablepartition walls, and are in good to fair condition. Interior masonry appears to have adequately spaced and caulked control joints in good condition.Interior soffits are acoustical tile and gypsum board type construction, and in good to fair condition. The window sills are an element of thealuminum window system, and are in good condition. The exterior lintels are steel, and are rusting in fair condition. There is one chimney which isin good to fair condition and requires some masonry repair and tuckpointing. A canopy is provided over the main entrance to the 1970 OriginalConstruction, and is in good condition. Exterior soffits are plaster type construction, and in good to fair condition. The school is provided with acovered conventional loading dock to facilitate the receipt of product, supplies, and foodstuffs, 85 square feet in size and featuring a steel coilingtype overhead door. The dock itself is in good to fair condition, and is equipped with bumper pads in fair condition.


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. Provide masonry repairs as required through the overall facility. Repair masonry chimney in the 1970 OriginalConstruction. Recaulk existing control joints. Prep and paint exposed steel lintels through the overall f acility. Repair and paint plaster soffits asrequired through the overall facility. Repair loading dock as required. Replace loading dock bumper pads. Exterior wall insulation deficiencies areaddressed in Item J.




Sum Comments

Tuckpointing: $5.25sq.ft.(Qty)

1,358 Required 150 Required $7,917.00(wall surface)

Exterior Masonry Cleaning: $1.50sq.ft .(Qty)

13,576 Required 1,496 Required $22,608.00(wall surface)

Exterior M asonry Sealing: $1.00sq.ft.(Qty)

13,576 Required 1,496 Required $15,072.00(wall surface)

Exterior Caulking: $5.50ln.ft. 2,244 Required 142 Required $13,123.00(removing and replacing)Other: Loading Dock BumperPads

$100.00each 3 Required $300.00Replace loading dock bumper pads.

Other: Loading Dock Repairs $15.00sq.ft.(Qty)

85 Required $1,275.00Repair loading dock as required.

Other: M asonry Repairs $12.75sq.ft.(Qty)

679 Required 75 Required $9,613.50Provide masonry repairs as required through theoverall facility.

Other: Prep and Paint SteelLintels

$8.00sq.ft.(Qty)

153 Required 54 Required $1,656.00Prep and paint exposed steel lintels through the overallfacility.

Other: Recaulk Existing ControlJoints

$5.50ln.ft. 647 Required 116 Required $4,196.50Recaulk existing control joints.

Other: Repair and Paint ExteriorSoffits

$8.00sq.ft.(Qty)

2,098 Required 21 Required $16,952.00Repair and paint plaster soffits as required through theoverall facility.

Other: Repair Chimney Masonry $15.00sq.ft.(Qty)

150 Required $2,250.00Repair masonry chimney in the 1970 OriginalConstruction.

Sum: $94,963.00 $87,460.25 $7,502.75



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1970 Original Construction Loading Dock Exterior Wall Materials




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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. There are no intermediate floors in this single story structure. Ceiling to structural deck spaces are sufficient to accommodate HVAC,electrical, and plumbing scopes of work in required renovations. The roof construction of the overall facility, except for over the Gymnasium, ismetal form deck on steel joist type construction, and is in good condition. The roof construction over the Gymnasium is tectum deck on steel joisttype construction, and is in good condition.

Rating: 1 Satisfactory

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

Item CostUnitWhole BuildingOriginal Construction (1970)52,725 ft !


SumComments

Sum: $0.00 $0.00 $0.00

Typical Roof Structure Over the 1970 Original Construction Typical Roof Structure Over the Gymnasium




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Facility Assessment

J. General Finishes

Description: The overall facility features an Open Space Classroom layout with carpet type flooring, acoustical tile type ceilings, as well as painted block andoperable partition type wall finishes, and they are in fair condition. The overall facility has Corridors with carpet, ceramic tile, and VCT typeflooring, acoustical tile type ceilings, as well as painted block, operable partition, and brick type wall finishes, and they are in fair condition. Theoverall facility has Restrooms with ceramic tile type flooring, painted gypsum type ceilings, as well as painted block type wall finishes, and theyare in fair condition. Toilet partitions are painted steel or plastic, and are in fair condition. Classroom casework in the overall facility is wood typeconstruction with plastic laminate tops, is inadequately provided, and in fair to poor condition. The typical Classroom contains 5 lineal feet ofcasework, and Classroom casework provided ranges from 5 to 10 feet. Classrooms are provided with adequate chalkboards, markerboards, andtackboards which are in fair condition. The Classroom storage cubbies and rooms, located in the Classrooms, are adequately provided, and infair condition. The Art program is equipped with a kiln in good condition, and existing kiln ventilation is inadequate. The facility is equipped withwood louvered and non-louvered interior doors that are flush mounted without proper ADA hardware and clearances, and in fair to poor condition.Classrooms are an open floor plan and are not equipped with doors. The Gymnasium space has wood type flooring, exposed steel frame typeceilings, as well as acoustical painted block type wall finishes, and they are in fair condition. Wood Gymnasium flooring has been well maintained,will accommodate multiple future sandings and refinishings, and is rated at a median stage of its product lifecycle. The Gymnasium is notprovided with stands. Gymnasium basketball backboards are a fixed type, and are in fair condition. The Media Center, located in the center of theClassroom plan, has carpet type flooring, acoustical tile type ceilings, as well as painted block and operable partition type wall f inishes, and theyare in fair condition. Student Dining has VCT type flooring, acoustical tile type ceilings, as well as painted block type wall finishes, and they are infair condition. OSDM-required fixed equipment for Stage is inadequately provided, and in fair to poor condition. Existing Gymnasium, StudentDining, Media Center, and Music, spaces are inadequately provided with appropriate sound attenuation acoustical surface treatments. Theexisting Kitchen is full service, is sized correctly based on current enrollment, and the existing Kitchen equipment, provided in the 1970 OriginalConstruction, is in fair condition. The Kitchen hood is in good condition, and is equipped with the required UL 300 compliant wet chemical firesuppression system. The required 6 overhang on all three exposed sides of the cooking equipment is provided by the hood. Kitchen hoodexhaust ductwork is of proper construction and material, and installed as required by the OSDM and OBCMC. The walk-in cooler and freezer arelocated within the Kitchen spaces, and are in fair to poor condition.


Recommendations: Provide complete replacement of finishes and casework due to installation of systems outlined in Items A, C, D, E, K, L, M, T, U, W, and due tocondition. Provide for replacement of interior doors, due to poor condition or without proper ADA hardware and clearances. Provide forreplacement of walk-in cooler/freezer. Provide sound attenuation treatment in the Gymnasium, Student Dining, Media Center, and Music, spaces.Provide for partitions in open space Classrooms. Provide for additional exterior wall insulation in the 1970 Original Construction per Item H.Provide for the replacement of Stage equipment due to condition. Provide for the replacement of Kitchen equipment due to age and condition.Provide for replacement of toilet partitions and accessories. Provide for the replacement of basketball goals in the Gymnasium due to age andcondition.




Sum Comments

Toilet Partitions: $1,000.00per stall 17 Required $17,000.00(removing and replacing)Toilet Accessory Replacement $0.20sq.ft. Required $10,545.00(per building area)Door, Frame, and Hardware: $1,300.00each 68 Required $88,400.00(non-ADA)Basketball Backboard Replacement $3,200.00each 2 Required $6,400.00(non-electric)Additional Wall Insulation $6.00sq.ft.

(Qty) 13,576 Required $81,456.00(includes the furring out of the existing walls, insulation

and abuse resistant GWB)Walk-in Coolers/Freezers: $29,818.00per unit 2 Required $59,636.00Total Kitchen EquipmentReplacement:

$190.00sq.ft.(Qty)

2,371 Required $450,490.00(square footage based upon only existing area of foodpreparation, serving, kitchen storage areas and walk-ins.Includes demolition and removal of existing kitchenequipment)

Other: Acousitcal Control $3.00sq.ft.(Qty)

11,924 Required $35,772.00Provide sound attenuation treatment in the Gymnasium,Student Dining, Media Center, and Music, spaces.

Other: Complete Replacement ofFinishes and Casework Percent ofElementary School

$15.60sq.ft.(Qty)

44,186 Required 2,880 Required$734,229.60(elementary, per building area, with removal of existing)

Other: Complete Replacement ofFinishes and Casework Percent ofMiddle School

$15.58sq.ft.(Qty)

8,539 Required 508 Required $140,952.26middle, per building area, with removal of existing)

Other: Partition Open SpaceClassrooms

$8.00sq.ft.(Qty)

14,813 Required 946 Required $126,072.00Provide for partitions in open space classrooms.

Other: Stage Equipment $14,000.00allowance Required $14,000.00Provide for the replacement of Stage equipment due tocondition.

Sum: $1,764,952.86$1,704,542.22 $60,410.64



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Typical Corridor Finishes Typical Student Dining Finishes




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Facility Assessment

K. Interior Lighting

Description: The typical Classrooms in the overall facility are equipped with T-8 2x4 lay-in direct fluorescent fixtures with single level switching. Classroomfixtures are in fair condition, providing an average illumination of 40 FC, which is less than the 50 FC recommended by the OSDM. The typicalCorridors in the overall facility are equipped with T-8 2x4 lay-in direct fluorescent fixtures with single level switching. Corridor fixtures are in faircondition, providing an average illumination of 27 FC, thus complying with the 20 FC recommended by the OSDM. The Gymnasium spaces areequipped with T-5 1x4 surface mount type lighting, in fair condition, providing an average illumination of 57 FC, thus complying with the 50 FCrecommended by the OSDM. The Media Center is equipped with T-8 2x4 lay-in direct fluorescent fixture type lighting in fair condition, providingan average illumination of 41 FC, which is less than the 50 FC recommended by the OSDM. The Student Dining spaces are equipped with T-82x2 and 2x4 lay-in direct fluorescent fixture type lighting with single level switching. Student Dining fixtures are in fair to poor condition, providingan average illumination of 81 FC, thus complying with the 50 FC recommended by the OSDM. The Kitchen spaces are equipped with T-8 1x4surface mount fluorescent fixture type lighting with single level switching. Kitchen fixtures are in fair condition, providing an average illumination of65 FC, which is less than the 75-80 FC recommended by the OSDM. The Service Areas in the overall facility are equipped with T-8 1x4 surfacemount fluorescent fixture type lighting in fair condition. The typical Administrative spaces in the overall facility are equipped with T-8 2x4 lay-indirect fluorescent fixture type lighting in fair condition, providing adequate illumination based on OSDM requirements. The overall lighting systemsof the facility are not fully compliant with Ohio School Design Manual requirements due to age and condition, inadequate lighting levels, and lackof multi-level switching.


Recommendations: Provide complete replacement of lighting system due to age and condition, inadequate lighting levels, lack of multi-level switching, and theinstallation of systems outlined in Items A, C, J, and U.



Sum Comments

Complete Building Lighting Replacement$5.00sq.ft. Required Required $280,565.00Includes demo of existing fixturesSum: $280,565.00 $263,625.00 $16,940.00

Classroom Fluorescent Light Fixtures Gymnasium Fluorescent Light Fixtures




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Facility Assessment

L. Security Systems

Description: The overall facility contains a GE NetworX NX-6V2 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. 4 compliant color CCTV exterior cameras areprovided at main entry areas and parking lots. No interior CCTV cameras are provided. CCTV is monitored in Administrative Area with the use ofa LCD monitor and Speco Technologies computer based hard disk recording device and multiplexer, which are in good condition. A compliantcomputer controlled access control system integrating alarms and video signals, with appropriate UPS backup, is provided. The system is notequipped with card or biometric readers, but is equipped with a KeriSystems key pad door access control system. The security system is notadequately provided throughout, and the system is not compliant with Ohio School Design Manual guidelines. The playground fencing requiresattention as it is not fully compliant with OSDM requirements, since the site is not fully fenced for security. The exterior site lighting system isequipped with surface mounted HID metal halide, recessed HID metal halide, and incandescent entry lights in good to fair condition. Pedestrianwalkways are illuminated with surface mounted HID metal halide fixtures in good to fair condition. Parking and bus pick-up / drop off areas areilluminated by pole mounted HID metal halide fixtures in good to fair condition. The exterior site lighting system provides inadequate illuminationdue 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 incandescent lighting, to meet Ohio School DesignManual guidelines. Provide additional fencing, funding included in complete replacement of security system.




Sum Comments

Security System: $1.85sq.ft. Required Required $103,809.05(complete, area of building)Other: Partial SiteLighting Upgrade

$0.50sq.ft. Required Required $28,056.50Provide partial replacement and enhancement of exterior site lighting system,consisting of additional lighting fixtures and replacement of incandescent lighting.

Sum: $131,865.55 $123,903.75 $7,961.80

CCTV Monitor In the Administration Area Automatic Visitor Control And Key Pad Door Access Control System




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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 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.



Sum Comments

Emergency/Egress Lighting:$1.00sq.ft. Required Required $56,113.00(complete, area of building)Sum: $56,113.00 $52,725.00 $3,388.00

Typical Emergency Egress Lighting In the 1993 Addition Emergency Egress Floodlighting In the 1970 Original Construction




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Facility Assessment

N. Fire Alarm

Description: The overall facility is equipped with a Simplex 4100 addressable type fire alarm system, installed in 2013, and in good condition, consisting ofmanual pull stations, horn and strobe indicating devices, smoke detectors, and heat sensors that was being installed during the assessment visit.The system is automatic and is monitored by a third party. The system is equipped with sufficient audible horns, strobe indicating, smokedetectors and heat sensors. The system is not equipped with any flow switches and tamper switches. The system thus will not support future firesuppression systems without flow and tamper switches. The system is adequately provided throughout, and does have additional zonecapabilities. 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 Flow SwitchMonitor Device

$4,000.00persystem

1 Required $4,000.00Provide f low and tamper switches for a futuresprinkler system.

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

New Horn And Strobe Indicating Devices New and Old Manual Pull Stations




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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 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 1 ADA power assist door, 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 not an accessible route through the building, which does not include protruding objects. Ground and floor surfacesare compliant. Steps to the Gymnasium do not meet all ADA requirements, and are insufficient due to non-compliant handrails. Elevationchanges within the overall facility are facilitated by 2 non-compliant steps in good condition and 1 compliant lift in good condition. Specialprovisions for floor level changes in this single story structure have been appropriately addressed by installation of a chair lift. Access to the Stageis facilitated by a Corridor at Stage level and is in good condition. Interior doors are not recessed, are not all provided adequate clearances, andare not provided with ADA-compliant hardware. 18 ADA-compliant toilets are required, and 4 are currently provided. 18 ADA-compliant Restroomlavatories are required, and 6 are currently provided. 1 ADA-compliant Science Classroom lab sink is required, and none are currently provided. 4ADA-compliant urinals are required, and none are currently provided. 0 ADA-compliant showers are required, and none are currently provided. 4ADA-compliant electric water coolers are required, and 1 is currently provided. Toilet partitions are metal and plastic, and do provide appropriateADA clearances. ADA-compliant accessories are adequately provided and mounted. Not all mirrors meet ADA requirements for mountingheights. Science Classrooms are not compliant with ADA requirements due to non-compliant ADA lab sinks and base cabinets. Art Classroomsare not compliant with ADA requirements due to non-compliant ADA sinks and base cabinets. Staff, Kindergarten Classroom, and Health ClinicRestrooms are not compliant with ADA requirements due to lack of ADA-compliant accessories and appropriate ADA clearances. ADA signage isnot provided on the interior or the exterior of the building.


Recommendations: Provide ADA-compliant signage, 1 power assist door opener, 6 toilets, 4 sinks, 4 urinals, 3 toilet partitions, and 9 doors and frames in the overallfacility to facilitate the schools meeting of ADA requirements. Enlarge and reconfigure new single ADA Toilet Rooms for 2 Staff, 2 KindergartenClassrooms, and 1 Health Clinic Toilet Rooms, including 5 toilets, 5 sinks and 5 sets of ADA accessories in the 1970 Original Construction.Remount 2 mirrors to meet ADA mounting heights. Provide ADA pipe wrap insulation for 2 ADA lavatories in the Large Group Restrooms. Add 1new single ADA Toilet Room for the Kitchen, including 1 toilet, 1 sink, and 1 set of ADA accessories. ADA electric water coolers are corrected inItem E. ADA compliant sink base casework in the Classrooms is corrected in Item J. For interior doors that are not being replaced under this Item,door hardware to be replaced with funding provided in Item J. Steps to the Gymnasium are corrected in Item U.




Sum Comments

Signage: $0.20sq.ft. Required Required $11,222.60(per building area)Toilet/Urinals/Sinks: $1,500.00unit 14 Required $21,000.00(replacement ADA)Toilet Partitions: $1,000.00stall 3 Required $3,000.00(ADA - grab bars, accessories included)ADA Assist Door & Frame: $7,500.00unit 1 Required $7,500.00(openers, electrical, patching, etc)Replace Doors: $5,000.00leaf 9 Required $45,000.00(rework opening and corridor wall to accommodate ADA standards

when door opening is set back from edge of corridor and cannotaccommodate a wheelchair.)

Remount Restroom Mirrors toHandicapped Height:

$285.00perrestroom

2 Required $570.00

Other: ADA Pipe WrapInsulation

$50.00each 2 Required $100.00Provide ADA pipe wrap insulation for ADA compliance.

Other: ADA Restroom. $10,000.00each 1 Required $10,000.00Add Toilet Room to meet ADA requirements ( includes f ixtures,walls, door and hardware, floor drain, and supply lines from nearbyexisting Restroom).

Other: Reconfigure ToiletRooms for ADA Accessibility

$10,000.00each 5 Required $50,000.00Enlarge and reconfigure existing Toilet Room to meet ADArequirements (includes fixtures, walls, door and hardware, floordrain, and supply lines from existing Restroom).

Sum: $148,392.60 $147,715.00 $677.60



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ADA Classroom Lavatory In the 1993 Addition Chair Lift In the 1970 Original Construction




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Facility Assessment

P. Site Condition

Description: The 20 acre slightly sloped site is located in a suburban residential setting with moderate tree, shrub, and floral type landscaping. There are nooutbuildings. There are no apparent problems with erosion or ponding. However, the district reports that the sloped area near the northeastcorner of the building has ponding during periods of strong rainfall. Water levels have been reported to reach the finish floor level of the school.The site is bordered by lightly traveled city streets. A single entrance onto the site impedes proper separation of bus and other vehicular traffic,and one way bus traffic is provided. A bus loop is provided for student loading and unloading, which is separated from other vehicular traffic. Staffand visitor parking is facilitated by an asphalt, parking lot in fair condition, containing 75 parking places, which provides adequate parking for staffmembers, visitors, and the disabled. The site and parking lot drainage design, consisting of sheet drainage, catch basins, and storm sewers,provides adequate evacuation of storm water, and no problems with parking lot ponding were observed. Concrete curbs in poor condition areappropriately placed. Concrete sidewalks are properly sloped, are located to provide a logical flow of pedestrian traffic, and are in fair condition.Trash pick-up and service drive pavement is heavy duty and is in fair condition, and is not equipped with a concrete pad area for dumpsters,which is in fair condition. Exterior steps are provided along with a non-compliant handrail connected to the loading and service dock. Concretesteps and steel guardrail are in fair to poor condition. Site fencing is partially provided for playground area, but does not separate the area fromvehicular traffic. The playground equipment is primarily constructed of metal or high density plastic, and is in good condition. The metal swingssets are in fair to poor condition. Playground equipment is placed to provide compliant fall zones, and on a compliant wood fiber mulch ofsufficient depth. Hard surface play area, with a basketball court and painted games such as four square is provided on an asphalt surface. Thesite is equipped with sufficient tables and benches in fair condition. The athletic facilities are comprised of two baseball diamonds and a slightlysloped field, and are in fair condition. Site features are suitable for outdoor instruction, which is enhanced through the Districts provision of tablesand benches. There are no readily evident site conditions that might significantly affect master planning.


Recommendations: Replace concrete dumpster pad due to condition. Provide for the replacement of the asphalt wear layer including heavy duty, due to condition.Replace concrete sidewalks as required due to condition. Provide for replacement of exterior steps due to condition. Replace concrete curbs asrequired due to condition. Provide site contingency allowances for unforeseen conditions. Site fencing is corrected in Item L. Replace existingcatch basin and provide additional catch basin for new drainage swale. Provide drainage swale to mitigate storm water at northeast corner ofbuilding. Pricing to include excavation, grading, and seeding. Provide for replacement of swing sets due to age and condition.




Sum Comments

Playground Equipment: $1.50sq.ft.(Qty)

10,000 Required $15,000.00(up to $100,000, per sq.ft. of school)

Removal of existing PlaygroundEquipment:

$2,000.00lump sum Required $2,000.00

Asphalt Paving / New Wearing Course: $18.65sq. yard 5,544 Required 354 Required $109,997.70(includes minor crack repair in less than 5% of pavedarea)

Concrete Curb: $17.87ln.ft. 900 Required $16,083.00(new)Concrete Sidewalk: $4.69sq.ft.

(Qty) 75 Required $351.75(5 inch exterior slab)

Exterior Hand / Guard Rails: $42.75ln.ft. 10 Required $427.50Replace Concrete Steps: $32.00sq.ft.

(Qty) 20 Required $640.00

Provide Concrete Dumpster Pad: $2,400.00each 1 Required $2,400.00(for two dumpsters)Base Sitework Allowance for UnforeseenCircumstances

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

Sitework Allowance for UnforeseenCircumstances for buildings between 0 SFand 100,000 SF

$1.50sq.ft. Required Required $84,169.50Include this one or the next. (Each addition shouldhave this item)

Other: Provide for Drainage Swale $4.50sq.ft.(Qty)

710 Required 46 Required $3,402.00Provide drainage swale to mitigate storm water atnortheast corner of building. Pricing to includeexcavation, grading, and seeding.

Other: Provide for Exterior Catch Basins $2,500.00each 1 Required 1 Required $5,000.00Replace existing catch basin and provide addit ionalcatch basin for new drainage swale.

Sum: $289,471.45 $275,080.35 $14,391.10



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Asphalt Paving and Concrete Sidewalks Playground Equipment




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Facility Assessment

Q. Sewage System

Description: The sanitary sewer system is tied in to the municipal system, and is in fair condition. No significant system deficiencies were reported by theschool district or noted during the physical assessment.


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

Item CostUnitWhole BuildingOriginal Construction (1970)52,725 ft ! Classroom Addition (1993)3,388 ft ! SumCommentsSum: $0.00 $0.00 $0.00

Grease Trap Interceptor Sanitary Waste Piping




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Facility Assessment

R. Water Supply

Description: The domestic water supply system is tied in to the municipal system, features 4 service and 4 water meter, and is in fair condition. The Districtwas not able to provide water supply flow test data. The existing domestic water service appears to meet the facilitys current needs. The facilityis not equipped with an automated fire suppression system, and the existing water supply will not provide adequate support for a future system.The domestic water service is not equipped with a water booster pump, and none is required. The system does not provide adequate pressureand capacity for the future needs of the school.


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 (1970)52,725 ft !


SumComments

Sum: $0.00 $0.00 $0.00

Incoming Domestic Water Service Line Incoming Domestic Water Service Line Backflow Preventers




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Facility Assessment

S. Exterior Doors

Description: Exterior doors in the 1970 Original Construction are FRP, aluminum and hollow metal type construction, installed on aluminum and hollow metalframes, and in good to fair condition. Typical exterior doors feature single glazed tempered glass or no vision panels, and appropriate hardware.Typical exterior doors in the 1993 Addition are hollow metal type construction, installed on hollow metal frames, and in good to fair condition.Typical exterior doors feature insulated tempered glass vision panels and transoms, and appropriate hardware. Entrance doors in the 1970Original Construction are aluminum type construction, installed on aluminum frames, and in good to fair condition. Entrance doors feature singleglazed tempered glass vision panels, transoms and sidelights, and appropriate hardware. Entrance doors in the 1993 Addition are hollow metaltype construction, installed on hollow metal frames, and in fair condition. Entrance doors feature insulated tempered glass vision panels andtransoms, and appropriate hardware. The facility is not equipped with any roof access doors. There is one steel coiling overhead door in the 1970Original Construction, in fair condition.


Recommendations: Replace all aluminum and hollow metal exterior doors and frames in the overall facility, due to age and condition. Replace overhead door in 1970Original Construction. Replacement of single glazed transoms and sidelights is addressed in Item F.



Sum Comments

Door Leaf/Frame and Hardware: $2,000.00per leaf 23 Required 5 Required $56,000.00(includes removal of existing)Overhead doors and hardware: $2,500.00per leaf 1 Required $2,500.00(8 x 10 sectional, manual operation)Sum: $58,500.00 $48,500.00 $10,000.00

Main Entry Doors at the 1970 Original Construction Entry Doors at the 1993 Addition




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Facility Assessment

T. Hazardous Material

Description: The School District provided the AHERA three year reinspection reports, prepared by M.A.C. Paran Consulting Services, Inc., and dated January30, 2009, documenting known and assumed locations of asbestos and other hazardous materials. The AHERA Reports referenced only assumedasbestos containing materials. An Enhanced Environmental Hazards Assessment (EEHA) will need to be conducted in order to establishabatement budgets. Vinyl asbestos floor tile and mastic containing hazardous materials are located in the overall facility in fair condition. Thesematerials were described in the report and open to observation and found to be in non-friable condition with light damage. There are nounderground storage tanks on the site. Due to the construction date, there is a potential for lead based paint. Fluorescent lighting will requirespecial disposal.


Recommendations: Remove all hazardous materials, inclusive of asbestos-containing materials in the overall facility, as noted in the attached Environmental HazardsAssessment. Provide for the testing of paint that has the potential of being lead-based. Provide for disposal of fluorescent lighting.



Sum Comments

Environmental Hazards Form EHA Form EHA Form Estimated Cost For Abatement Contractor to Perform Lead Mock-Ups$1.00per unit 5,000 Required 0 Required $5,000.00Special Engineering Fees for LBP Mock-Ups $1.00per unit 5,000 Required 0 Required $5,000.00Fluorescent Lamps & Ballasts Recycling/Incineration $0.10sq.ft. (Qty) 5,273 Required 339 Required $561.20Resilient Flooring Removal, Including Mastic $3.00sq.ft. (Qty) 440 Required 0 Required $1,320.00See JSum: $11,881.20 $11,847.30 $33.90

VAT Flooring Carpet with VAT Flooring Below




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Facility Assessment

U. Life Safety

Description: The overall facility is not equipped with an automated fire suppression system. Exit Corridors are situated such that dead-end Corridors are notpresent. Stair towers and guardrails are not present in this single story structure. The facility features one exterior concrete stairway providingegress from the Loading Dock, in fair to poor condition. Handrails do not extend past the top and bottom stair risers as required by the OhioBuilding Code. The Kitchen hood is in good condition, and is equipped with the required UL 300 compliant wet chemical fire suppression system.The required 6 overhang of the cooking equipment is provided by the hood. Kitchen hood exhaust ductwork is of proper construction, material,insulation, and installed as required by the OSDM and OBCMC. The cooking equipment is interlocked to shut down in the event of discharge ofthe fire suppression system. Fire extinguishers are provided in sufficient quantity. Existing f ire extinguishers are adequately spaced. The facility isnot equipped with an emergency generator. The existing water supply is provided by a tie-in to the municipal system, and is insufficient to meetthe future fire suppression needs of the school. Rooms with a capacity greater than 50 occupants are equipped with adequate egress.


Recommendations: Provide new automated fire suppression system to meet Ohio School Design Manual guidelines. Provide increased water service of a capacitysufficient to support the fire suppression system, funding included in f ire suppression funding. Provide new emergency generator, with fundingprovided via complete replacement of electrical system in Item D. Provide new handrails to the Gymnasium to meet the requirements of the OhioBuilding Code. Exterior steps are corrected in Item P.




Sum Comments

Sprinkler / Fire Suppression System: $3.20sq.ft .(Qty)

52,725 Required 3,388 Required $179,561.60(includes increase of service piping, i frequired)

Other: New Handrails w/ Extensions & Rtnsto wall

$20.00ln.ft. 28 Required $560.00Provide new handrails to theGymnasium.

Sum: $180,121.60 $169,280.00 $10,841.60

Fire Supression Of the Kitchen Hood Typical Recessed Fire Extinguisher




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Facility Assessment

V. Loose Furnishings

Description: The typical Classroom furniture is mismatched, and in generally fair to poor condition, consisting of student desks & chairs, teacher desks &chairs, desk height file cabinets, reading t ables, computer workstations, bookcases, wastebaskets, and movable casework. The facilitys furnitureand loose equipment were evaluated in item 6.17 in the CEFPI section of this report, and on a scale of 1 to 10 the overall facility received a ratingof 6 due to observed conditions, and due to the fact that it lacks some of the Design Manual required elements.


Recommendations: Provide for replacement of outdated or inadequate furnishings.

It em Cost Unit Whole BuildingOriginal Const ruct ion (1970)52,725 ft !


Sum Comments

CEFPI Rating 6$3.00sq.ft. Required Required $168,339.00Sum: $168,339.00 $158,175.00 $10,164.00

Typical Teacher Desk Typical Student Tables




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Facility Assessment

W. Technology

Description: The typical Classroom is equipped with one data port for teacher use, one cable port and monitor, and a 2-way PA system that can be initiated byeither party to meet Ohio School Design Manual requirements. The typical Classroom is not equipped with the required four t echnology dataports for student use and one voice port with a digitally based phone system to meet Ohio School Design Manual requirements. The facility isequipped with a reliable Simplex 2351 Master Clock centralized clock system. Specialized electrical and sound system requirements ofGymnasium, Stage, Student Dining, and Music spaces are inadequately provided, and in fair condition. OSDM-compliant computer networkinfrastructure is not provided. Wireless connection to the internet is provided throughout the facility. The facility does not contain a mediadistribution center, and does not provide Computer Labs for use by students, but provides for 8 mobile Computer Labs on secured laptopcharging carts.


Recommendations: Provide complete replacement of technology systems to meet Ohio School Design Manual requirements.



Sum Comments

ES portion of building with total SF 50,000 to 69,360$11.51sq.ft . (Qty) 43,605 Required 2,802 Required $534,144.57MS portion of building with total SF < 67,950 $10.29sq.ft. (Qty) 9,120 Required 586 Required $99,874.74Sum: $634,019.31 $595,738.35 $38,280.96

Typical Mobile Computer Labs On Secured Laptop Charging Carts Non-Compliant Computer Network Infrastructure




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Facility Assessment

X. Construction Contingency / Non-Construction Cost

Renovation Costs (A-W) $7,474,831.70

7.00% Construction Contingency $523,238.22

Subtotal $7,998,069.92

16.29% Non-Construction Costs $1,302,885.59

Total Project $9,300,955.51

Construction Contingency $523,238.22

Non-Construction Costs $1,302,885.59

Total for X. $1,826,123.81

Non-Construction Costs Breakdown

Land Survey 0.03% $2,399.42

Soil Borings / Phase I Envir. Report 0.10% $7,998.07

Agency Approval Fees (Bldg. Code) 0.25% $19,995.17

Construction Testing 0.40% $31,992.28

Printing - Bid Documents 0.15% $11,997.10

Advertising for Bids 0.02% $1,599.61

Builders Risk Insurance 0.12% $9,597.68

Design Professionals Compensation 7.50% $599,855.24

CM Compensation 6.00% $479,884.20

Commissioning 0.60% $47,988.42

Non-Construction Contingency (includes partnering and mediation services) 1.12% $89,578.38

Total Non-Construction Costs 16.29% $1,302,885.59




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School Facility Appraisal

Name of Appraiser Julie Apt Date of Appraisal 2013-08-22

Building Name Sherwood Elem

Street Address 7080 Grantham Way

City/Town, State, Zip Code Cincinnati, OH 45230

Telephone Number(s) 513-231-7565

School District Forest Hills Local SD

Setting: Suburban

Site-Acreage 20.00 Building Square Footage 56,113

Grades Housed K-6 Student Capacity 379

Number of Teaching Stations 40 Number of Floors 1

Student Enrollment 555

Dates of Construction 1970,1993

Energy Sources: Fuel Oil Gas Electric Solar

Air Conditioning: Roof Top Windows Units Central Room Units

Heating: Central Roof Top Individual Unit Forced Air

Hot Water Steam

Type of Construction

Load bearing masonry

Steel frame

Concrete frame

Wood

Steel Joists

Exterior Surfacing

Brick

Stucco

Metal

Wood

Stone

Floor Construction

Wood Joists

Steel Joists

Slab on grade

Structural slab


Report Generated at 29 Oct 2013 09:39School Facility Appraisal Page 38


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CEFPI Ratings Sheet

1.0 The School SiteSchool Facility Appraisal

Points Allocated Points

1.1 Site is large enough to meet educational needs as defined by state and local requirements 25 25

The site is 20 acres compared to 16 acres required by the OSDM.

1.2 Site is easily accessible and conveniently located for the present and future population 20 16

The School is centrally located within the School District, and is easily accessible.

1.3 Location is removed from undesirable business, industry, traffic, and natural hazards 10 10

The site is adjacent to residential uses, and there are no undesirable features adjacent to the School site.

1.4 Site is well landscaped and developed to meet educational needs 10 8

The site is moderately landscaped with mature shade trees, ornamental trees, and shrubs which define the property and emphasize the building entrance.

1.5 ES Well equipped playgrounds are separated from streets and parking areas 10 10

MS Well equipped athletic and intermural areas are separated from streets and parking

HS Well equipped athletic areas are adequate with sufficient solid-surface parking

Playground areas consist of metal or high density plastic type play equipment, which is in good condition, and is located on wood fiber mulch which is an approved soft surface material. Play equipment is ADA accessible, and includes an accessible route to equipment. Fencing is partially provided and Playground equipment is separated from vehicular traffic.

1.6 Topography is varied enough to provide desirable appearance and without steep inclines 5 4

The site is gently sloped to pr