RECAPP Facility Evaluation Report - Alberta · The 1990 addition (Washrooms 147 & 149) has 200x1200mm concrete foundation on 2400mm wide x 300mm deep strip footing for west wall;

Report run on: January 30, 2006 1:55 PM

RECAPP Facility Evaluation Report

Kennedy Elementary School

B9373AGrimshaw

Report run on: January 30, 2006 1:55 PM Page 2 of 48

B9373ABuilding Id:

Kennedy Elementary SchoolBuilding Name:

GrimshawLocation:4247 Mackenzie RoadAddress:

0.00Gross Area (sq. m): $6,840,439Replacement Cost:0Construction Year:

Evaluation Date: December 1 2004

Francis Ng ArchitectEvaluation Company:

Mr. Francis NgEvaluator Name:

This elementary school for Kindergarten through Grade 6 was originally built in Grimshaw in 1973. Additions was built in1977 and 1990. Modernization was done in 1990. This school faces two streets (east and west) and a lane on thenorth. The 1973 original building and the 1977 addition have giant brick finish. The 1990 addition has stucco finish. The 1990 modernization to convert Gymnasium of 1973 original building to become Library and Music Room. 1981, 1985, 1989 and 1995 portables have stucco finish. Total building area is 3973.3 square metes. (School Division recorded 3797.4 square metres) Total student capacity is 452. Overall system rating is fair.

General Summary:

Structural Summary:The 1973 original building and the 1977 addition have giant bricks on concrete foundations and footing with slab on grade.The roof construction has metal deck on open web steel joists. The 1990 addition has concrete block walls on concrete foundation and footing with slab on grade. The roof construction hasmetal deck on open web steel joists. 1981, 1985, 1989 and 1995 portables have wood frame construction on piles. 1985, 1989 and 1995 portables have wetcrawl space. Study is required to obtain results from soil engineer. The 1981 portables require installation of metal bracket at end of glu-lam beam in Classroom 131. Overall system rating is fair.

Envelope Summary:The 1973 original building requires re-roofing; installation of exterior insulation and finish on brickwork; installation of heattrace RWLs; replacement of new metal insulated doors and aluminum windows; removal of asbestos panels in lowerwindow spandrels. The 1990 addition requires re-roofing. The 1981 portables require installation of new skirt wall; installation of new aluminum windows. The 1985 portables require re-roofing; installation of new skirt wall; replacement of new windows. The 1989 portables require re-roofing; installation of new skirt wall; replacement of new windows. The 1995 portables require re-roofing; installation of new skirt wall; replacement of new windows. Overall system rating is fair.

Interior Summary:The 1973 original building requires replacement of carpet and vinyl tile flooring; replacement of acoustic lay-in panels;replacement of doors; installation of metal lockers; replacement of carpet; replacement of millwork countertops;replacement of chalkboards and tackboards; replacement of blinds; removal fixed foot grilles. Provide automatic entrance

15.09%5 year Facility Condition Index (FCI):

Facility Details Evaluation Details

Total Maintenance Events Next 5 years: $1,031,956

Grimshaw - Kennedy Elementary School (B9373A)


hardware for barrier free access. The 1990 addition requires replacement of acoustical wall treatment; repair of wood strip flooring; installation of newquarry tiles in washrooms. The 1981 portables require replacement of chalkboards and tackboards; replacement of carpet and vinyl tile flooring;repaint ceiling; replacement of millwork. The 1985 portables require replacement of new carpet and rubber base; replacement of millwork. The 1989 portables require replacement of new carpet and vinyl sheet flooring; replacement of millwork; removal of floorfoot grilles. The 1995 portables require replacement of vinyl sheet flooring and carpet; replacement of millwork. Overall system rating is fair.

Mechanical Summary:Mechanical systems include (1973, 1981, 1985 & 2001) 27-gas fired furnaces servicing various areas of building andPortables. Ventilation provided by furnaces, (1973) gas fired multizone AHU servicing portion of 1973 building and gasfired AHU servicing Gym with general and dedicated exhaust systems. Conventional plumbing system with 1-gas fireddomestic hot water heater. Fire extinguishers located throughout building. Mechanical services include Town ofGrimshaw metered domestic water supply and sanitary drainage. Storm drainage to surface run-off. Metered naturalgas supply from Utility. The furnaces and the multizone AHU does not provide sufficient ventilation to meet indoor airquality and have surpassed Theoretical Life Expectancy. The mechanical systems meets present requirements. Overallmechanical system rating is good.

Electrical Summary:The school has been provided with a 400 Amp, 120/208 Volt, 3 phase, 4 wire service and is obtained from an on-site padmounted transformer. A federal Pioneer main switchboard has been provided with a 400 Amp man breaker. Mainswitchboard has limited spare breaker capacity and no surge suppression has been provided. Branch circuit panelboards are located throughout the school. Wiring is all copper and in conduit. Interior lighting is fluorescent with T12lamps and magnetic ballasts. Emergency lighting consists of battery packs and remote heads. Exit lights are of the oldincandescent type. Fire alarm system is the of Edwards Model 2280, and is an old style hard wired system. Paging/Callsystem is of the relay based type and is the product of Rauland Model MCI 350. Cat 5e data cabling has been providedthroughout the school. Both, teh fire alarm system and the paging system, are well past their life cycle expectanciesand the systems are no longer supported by the respective manufacturers. Overall, the electrical systems are in anacceptable operating condition.


Condition Rating Performance1 - Critical Unsafe, high risk of injury or critical system failure.2 - Poor Does not meet requirements, has significant deficiencies. May have high operating/maintenance costs.

3 - Marginal Meets minimum requirements, has significant deficiencies. May have above average operating maintenance costs.4 - Acceptable Meets present requirements, minor deficiencies. Average operating/maintenance costs.

Rating Guide

5 - Good Meets all present requirements. No deficiencies.6 - Excellent As new/state of the art, meets present and foreseeable requirements.


A1010 Standard Foundations*

A1030 Slab on Grade*

B1010.01 Floor Structural Frame*(Building Frame)

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

0

0

0

Installed

Installed

Installed

100

100

100

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated


S1 STRUCTURAL

The 1973 original building has 178mm wide x 1470mm deep concrete foundation on 400mm wide x 200mm deep stripconcrete footing along east and west perimeter; on 380mm wide x 200mm deep strip concrete footing along southperimeter; 178mm wide x 1470mm deep concrete foundation on 533mm wide x 200mm deep strip concrete footing fornortheast perimeter. The 1973 original building has 200mm wide x 1470mm deep concrete foundation on 400mm wide x 200mm deep stripconcrete footing for interior north walls; 200mm wide x 1470mm deep concrete foundation on 712mm wide x 200mm deepstrip concrete footing for interior south walls. The 1990 addition (Gymnasium 109) has 250x1200mm concrete foundation on 600mm wide x 300mm deep strip footing foreast and west walls; on 900mm wide x 300mm deep strip footing for north and south walls. The 1990 addition (Gymnasium Storage 146) has 200x1200mm concrete foundation on 400mm wide x 300mm deep stripfooting for east wall; on 500mm wide x 300mm deep strip footing for west wall. The 1990 addition (Washrooms 147 & 149) has 200x1200mm concrete foundation on 2400mm wide x 300mm deep stripfooting for west wall; on 500mm wide x 300mm deep strip footing for east wall. The 1990 addition (Gymnasium 109) has 1400x2000x100mm concrete slab on 200x900mm concrete foundation on 400mmwide x 300mm deep strip footing for all exit landing.

The 1973 original building has 100mm thick reinforced concrete slab on grade. The 1990 addition (Gymnasium 109) has 120mm thick reinforced concrete slab on grade. The 1990 addition (Gymnasium Storage 146) has 100mm thick reinforced concrete slab on grade. The 1990 addition (Washrooms 147 and 149) has 100mm thick reinforced concrete slab on grade.

The 1973 original building has 100mm high x 200mm thick x 400mm long giant brick walls. The 1990 addition (Gymnasium 109) has 250mm concrete block up to 5400mm and 300mm concrete block for fascia. The 1990 addition (Gymnasium Storage 146) has 200mm concrete block up to 5400mm and 250mm concrete block forfascia. The 1990 addition Mezzanine (Mechanical 202) has 100mm concrete, 38mm steel deck, C200x17 edge, C200x17 at1150mm O.C. and 2 nos. W200x39. The 1990 addition Mezzanine (ANC 200, 204, 205, 206) has 100mm concrete, 38mm steel deck, C200x17 edge, C200x17at 1100mm O.C. and W200x36.


B1010.02 Structural Interior Walls Supporting Floors*

B1010.05 Mezzanine Construction*

B1020.01 Roof Structural Frame*

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

0

0

0

Installed

Installed

Installed

100

100

100

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated


The 1973 original building has 200mm concrete block for interior walls.

The 1990 addition Mezzanine (Library 201 and 202) has 100mm concrete, 38mm steel deck, C200x17 edge and C200x17at 1100mm O.C.

The 1973 original building has 41mm steel deck on 813mm OWSJ at 2235mm O.C. on 200mm concrete bond beams forsouth area and northeast area; about 2235mm O.C. on 200mm concrete bond beams for north area. The 1990 addition (Gymnasium 109) has 900mm deep OWSJ at 1800mm O.C. The 1990 addition (Gymnasium Storage 146) has C150x12 at 1300mm O.C. 1900 addition (Washrooms 147 & 149) has 450mm deep OWSJ at 1600mm O.C. and C200x17 at 1600mm O.C.


B2010.01.02.01 Brick Masonry: Ext. Wall Skin* (1973 Administration Area)

B2010.01.02.01 Brick Masonry: Ext. Wall Skin* (1973)

B2010.01.02.02 Concrete Block: Ext. Wall Skin*

3 - Marginal

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

0

0

0

Installed

Installed

Installed

75

75

75

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Provide new additional wall insulation, vapourbarrier and stucco.

Failure Replacement 2006 $22,680 Low

Giant brick have no insulation and vapour barrier. Moisturefound on interior wall.(approx. 65 square metres)

Concern:

Provide new additional wall insulation, vapour barrier andstucco.

Recommendation:


S2 ENVELOPE

Event:

Type Year Cost Priority

Updated: February 16 2005

The 1973 original building has 100mm high x 200mm thick x 400mm long giant brick for Administration Area (Offices 102,102 and 103).

1973 original building has 100mm high x 200mm thick x 400mm long giant brick, 63.5mm steel stud strapping, 63.5mmbatt insulation, vapour barrier, movable partition finishes for south and north areas (Classrooms). 1973 original building has 100mm high x 200mm thick x 400mm long giant brick filled with zonolite for northeast area.

1990 addition (Gymnasium 109) has stucco on wire lath, building paper, 13mm plywood sheathing, 75mm rigid polystyreneinsulation (RSI 2.1) between galvanized sheet, steel 'Z' bars at 600mm O.C., air space, 250mm concrete block up to5400mm and 300mm concrete block for fascia. 1990 addition (Gymnasium Storage 146) has stucco on wire lath, building paper, 13mm plywood sheathing, 75mm rigidpolystyrene insulation (RSI 2.1) between galvanized sheet, steel 'Z' bars at 600mm O.C., air space, 200mm concrete blockup to 5400mm and 250mm concrete block for fascia. The 1990 addition (Washrooms 147 and 149) has stucco on wire lath, building paper, 13mm plywood sheathing, 75mm rigidpolystyrene insulation (RSI 2.1) between galvanized sheet, steel 'Z' bars at 600mm O.C., air space, 200mm concrete blockup to 2800mm and 250mm concrete block for fascia.


B2010.03 Exterior Wall Vapor Retarders, Air Barriers, and Insulation*

B2010.06 Exterior Louvers, Grilles, and Screens*

B2010.09 Exterior Soffits*

4 - Acceptable

4 - Acceptable

3 - Marginal

Rating

Rating

Rating

0

0

0

Installed

Installed

Installed

20

20

20

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Provide new cement plaster.

Failure Replacement 2010 $2,160 Low

The 1973 original building has stained cement plaster at southExits.

Concern:

Remove existing cement plaster. Provide new cement plaster.Recommendation:


Event:



The 1973 original building has 25mm thick x 600mm high insulation along inside perimeter foundation walls. The 1990 addition (Gymnasium) has 50mm rigid polystyrene insulation (RSI 1.4), dampproofing along outside perimetercast-in-place concrete foundation.

School has metal louvres.

The 1973 original building has 19mm cement plaster soffit on 13mm plywood screwed to 92mm welded steel studs,63.5mm batt insulation, 13mm plywood, vapour barrier for Main Entrance. The 1973 original building has 19mm plywood soffit for south Exits 177 and 178.


B2020.01.01.02 Aluminum Windows*

B2030.01.02 Steel-Framed Storefronts*

3 - Marginal

3 - Marginal

Rating

Rating

0

0

Installed

Installed

35

30

Design Life

Design Life

DEC-04

DEC-04

Updated

Updated

Replace aluminum windows.

Provide new metal insulated doors.

Lifecycle Replacement


2007

2006

$43,200

$12,960

Low

Low

Aluminum windows are worn out. (approx. 15 windows at1016mm wide x 2946mm high) ANC 145 has broken glass.

Metal doors worn out and at the end of theoretical life. Singleglazed panel above transom is required to be replaced. (3doors)

Concern:

Concern:

Remove existing windows. Replace aluminum windows.

Remove existing door and single glazed panel above transom.Provide new metal insulated c/w double sealed unit glazedpanels. Provide double sealed laminated glass unit abovetransom. Provide door hardware.

Recommendation:

Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

February 16 2005

February 16 2005

The 1973 original building has aluminum windows c/w double glazed units and awning operable windows at lower portion,and sandwich panel c/w 6mm coloured prefinished asbestos boards, 25mm styrospan rigid insulation, 6mm plain asbestosboard. The 1990 addition (ANC 143) has aluminum window.

The 1973 original building has steel framed storefront with 3 single steel insulated doors c/w half glazed panels and a singlelayer Armour fixed glazed panel above transom.


B2030.02 Exterior Utility Doors*

3 - MarginalRating

0Installed

0Design Life

DEC-04Updated

Provide new metal insulated doors.

Lifecycle Replacement 2006 $6,480 Low

Metal doors worn out and at the end of theoretical life. Singleglazed panel above transom is required to be replaced. (4doors)

Concern:

Remove existing door and single glazed panel above transom.Provide new metal insulated c/w double sealed unit glazedpanels. Provide double sealed laminated glass unit abovetransom. Provide door hardware.

Recommendation:


Event:



The 1973 original building has steel framed storefront with 2 single steel insulated doors c/w half glazed panels and a singlelayer Armour fixed glazed panel above transom for south Exits.


B3010.01 Deck Vapor Retarder and Insulation*

3 - MarginalRating

0Installed

22Design Life

DEC-04Updated

Upgrade batt and rigid insulation.

Energy Efficiency Upgrade 2008 $40,608 Low

Building roof does not have enough RSI value. (Total buildingarea is 2511.4 square metres.) (See B3010.04.01 Built-upBituminous Roofing (Asphalt & Gravel) and B3010.04.04Modified Bituminous Membrane Roofing (SBS))

Concern:

Provide additional RSI batt or rigid insulation to achieve RSI 7when new SBS is installed.

Recommendation:


Event:



The 1973 original building (Library) has 4-ply built-up roof, gravel, 28mm rigid insulation, vapour barrier, 21mm 100%acoustic steel deck c/w flute insulation for northeast area. (updated in 1990) The 1990 addition (Gymnasium 109) has built-up roofing, 25mm fibreboard, 100mm rigid polystyrene insulation (RSI 2.5), airseal, 13mm gypsum board thermal barrier, 38mm acoustic steel deck. The 1990 addition (Gymnasium Storage 146) has built-up roofing, 25mm fibreboard, 150mm tapered polystyrene insulation(min. 40mm at drain), air seal, 13mm gypsum board thermal barrier, 38mm acoustic steel deck. The 1990 addition (Washrooms 147 and 149) has built-up roofing, 25mm fibreboard, 150mm tapered polystyrene insulation(min. 40mm at drain), air seal, 13mm gypsum board thermal barrier, 38mm acoustic steel deck.


B3010.04.01 Built-up Bituminous Roofing (Asphalt & Gravel)*

B3010.04.04 Modified Bituminous Membrane Roofing (SBS)*

3 - Marginal

4 - Acceptable

Rating

Rating

0

0

Installed

Installed

25

25

Design Life

Design Life

DEC-04

DEC-04

Updated

Updated

Provide new SBS roofing.

Replace existing built-up roof with SBS roofing.



2006

2012

$88,884

$32,400

Low

Medium

1973 original building (Library) and 1981 addition (Corridor) havepoor built-up rooft. (approx. 823 square metres)

Built-up roof of 1985 and 1989 portables need repair. (approx.450 square metres)

Concern:

Concern:

Remove existing roofing. Provide new SBS roofing.

Replace existing built-up roof with SBS roofing.

Recommendation:

Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

February 16 2005

February 16 2005

The 1973 original building (Library) has 4-ply built-up roof, gravel, 28mm rigid insulation, vapour barrier, 21mm 100%acoustic steel deck c/w flute insulation for northeast area. (updated in 1990) The 1990 addition (Gymnasium 109) has built-up roofing, 25mm fibreboard, 100mm rigid polystyrene insulation (RSI 2.5), airseal, 13mm gypsum board thermal barrier, 38mm acoustic steel deck. The 1990 addition (Gymnasium Storage 146) has built-up roofing, 25mm fibreboard, 150mm tapered polystyrene insulation(min. 40mm at drain), air seal, 13mm gypsum board thermal barrier, 38mm acoustic steel deck. The 1990 addition (Washrooms 147 and 149) has built-up roofing, 25mm fibreboard, 150mm tapered polystyrene insulation(min. 40mm at drain), air seal, 13mm gypsum board thermal barrier, 38mm acoustic steel deck.

The 1973 original building (Administration) has SBS roofing 28mm rigid insulation, vapour barrier, 41mm steel deck for southand north areas. (New in 2000)


B3010.08 Flashing and Sheet Metal

B3010.09 Roof Specialties and Accessories* (1973)

B3010.09 Roof Specialties and Accessories* (1990)

B3020.02.01 Roof Hatches

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

0

0

0

0

Installed

Installed

Installed

Installed

30

25

25

0

Design Life

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Updated


The 1973 original building has G.I. flashing at parapets.

The 1973 original building has stucco fascia on concrete bond beam.

The 1990 addition (Gymnasium) has a cat ladder from 1973 original building.

The 1973 original building has a roof hatch and cat ladder in Storage Room 106.


C1010.02 Interior Demountable Partitions*

C1010.04 Interior Balustrades and Screens, Interior Railings*

C1010.05.02 Steel Windows

C1010.05.06 Wood Windows

C1020.01.01 Metal Doors and Frames

C1020.01.07 Wood Doors

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

Rating

Rating

0

0

0

0

0

0

Installed

Installed

Installed

Installed

Installed

Installed

30

40

0

0

0

0

Design Life

Design Life

Design Life

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Updated

Updated

Updated


S3 INTERIOR

The 1973 original building has movable steel stud partition (studs at 400mm O.C.) for corridors and between classrooms.

The 1990 addition Mezzanine (ANC 145 and Library 144) have wood cap on pony wall railing.

The 1990 addition (Library 144) has 6mm wired mesh glass in steel framed windows.

The 1990 addition Mezzanine (Library 201) has single glazed panel wood windows. The 1990 addition Mezzanine (ANC 204, 206) has double sealed unit glazed panel wood windows.

The 1973 original building (Vestibule 179, Staff 107) has metal doors and metal frame. The 1990 addition (Washroom 147 and 149, Janitor, Vestibule, Gymnasium Storage 146, Gymnasium 109) has metal doorsand metal frame.

The 1973 original building has wood doors and metal door frames for Classrooms, Vestibule 177 and 178. The 1973 original building (Rooms 123 and 127) has wood Dutch doors and metal frames. The 1990 addition (Library Mezzanine 201, ANC Mezzanine 204, 205 and 206) has wood doors and metal frames.


C1020.03 Interior Fire Doors*

C1030.01 Visual Display Boards*

C1030.02 Fabricated Compartments(Toilets/Showers)*

C1030.08 Interior Identifying Devices*

C1030.10 Lockers*

C1030.12 Storage Shelving*

4 - Acceptable

3 - Marginal

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

Rating

Rating

0

0

0

0

0

0

Installed

Installed

Installed

Installed

Installed

Installed

50

10

0

0

30

0

Design Life

Design Life

Design Life

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Updated

Updated

Updated

Replace existing chalkboards and tackboards.


Chalkboards and tackboards in 1973 original building are wornout. (7 chalkboards; 7 tackboards)

Concern:

Replace existing chalkboards and tackboards.Recommendation:


Event:



The 1973 original building (Mechanical Room 105) has fire rated metal door and frame. The 1990 addition (Mechanical Room 201) has 3/4 hour fire rated metal door and 3/4 hour fire rated metal frame.

The 1973 original building has chalkbards and tackboards.

The 1973 original building (Washrooms 119 and 120) has metal toilet partitions.

School has metal name plates and room numbers.

The 1973 original building has single tier metal lockers in Mechanical Room 105 and along Corridors 155 and 175.

The 1977 addition (Storage 130) has wood storage shelves.


C1030.14 Toilet, Bath, and Laundry Accessories*

C1030.17 Other Fittings* (1973 Boot Racks)

C1030.17 Other Fittings* (1973 Coat Hooks)

C2010.03 Metal Stair Construction

C2010.04 Wood Stair Construction

4 - Acceptable

4 - Acceptable

3 - Marginal

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

Rating

0

0

0

0

0

Installed

Installed

Installed

Installed

Installed

20

0

0

0

0

Design Life

Design Life

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Updated

Updated

Provide new metal lockers.

Preventative Maintenance 2006 $19,440 Low

Coat hooks have safety problems to students. (Allow 60double tiers lockers.)

Concern:

Provide new metal lockers.Recommendation:


Event:



School has toilet accessories.

Metal boot racks are provided at Vestibules 179, 178, 17,176, 174, Vestibule near Boy's Washroom 147.

The 1973 original building has coat hooks installed along Corridor between Science Room 110 and Boy's Washroom 120.

The 1990 addition (Mechanical Room 202) has steel staircases with C250x23 stringers, 35mm formed steel treads andrisers filled with concrete. The 1990 addition (ANC 145 and Library 144) have steel staircases with C310x31 stringers, 38x38x4mm 240m long weldedangle at each end, 3mm steel pan treads filled with concrete, carpet all around.

The 1981 addition (Corridor adjacent to Library 144) has ramp.


C2020.06 Carpet Stair Finishes*

C2020.08 Stair Railings and Balustrades*

C3010.09 Acoustical Wall Treatment* (1990 Concrete Blocks)

C3010.09 Acoustical Wall Treatment* (1990)

4 - Acceptable

4 - Acceptable

4 - Acceptable

3 - Marginal

Rating

Rating

Rating

Rating

0

0

0

0

Installed

Installed

Installed

Installed

10

50

15

20

Design Life

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Updated

Remove existing panels. Provide new acousticalwall panel finish.

Repair 2006 $22,680 Low

Acoustic wall panel finish damaged by impact. (approx. 280square metres)

Concern:

Remove existing panels. Provide new acoustical wall panelfinish.

Recommendation:


Event:



The 1990 addition (ANC 145 and Library 144) has carpet on steel staircases.

The 1990 addition (ANC 145 and Library 144) have wood handrails. The 1990 addition (Mechanical Room 202) has painted metal piperail handrail.

The 1990 addition (Gymnasium 109) has acoustic sound absorbing concrete blocks on south wall.

1990 addition (Gymnasium 109) has acoustic panels on east, north and west walls. 1990 addition (ANC 204 and 206) has acoustic panels on walls.


C3010.11 Interior Wall Painting*

C3020.04.01 Wood Strip Flooring

3 - Marginal

3 - Marginal

Rating

Rating

0

0

Installed

Installed

5

0

Design Life

Design Life

DEC-04

DEC-04

Updated

Updated

Repaint walls.

Repair wood strip flooring.


Repair

2008

2006

$64,800

$10,800

Low

Low

Paint on drywalls scratched off. Paint past the theoretical life.(approx. 1200 square metres)

Wood scratched. (approx. 357 square metres)

Concern:

Concern:

Prepare wall. Repaint walls.

Repair wood strip flooring.

Recommendation:

Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

February 16 2005

February 16 2005

School has paint on all concrete block walls and gypsum board walls except walls in Offices 101, 102 and 103.

The 1990 addition (Gymnasium 109) has 20mm hardwood flooring, 51x76mm slweepers at 250mm O.C., 10mm resilientcushions, moisture barrier, concrete slab.


C3020.07 Resilient Flooring*

C3020.07.01 Resilient Tile Flooring

C3020.07.02 Resilient Sheet Flooring

3 - Marginal

3 - Marginal

4 - Acceptable

Rating

Rating

Rating

0

0

0

Installed

Installed

Installed

20

0

0

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Provide new quarry tiles.

Replace vinyl tiles with vinyl sheet flooring.

Failure Replacement


2005

2006

$6,480

$3,780

Low

Low

Vinyl sheet flooring is slippery when it is wet and unsafe tostudents. (approx. 30 square metres)

Vinyl tile flooring worn out. (approx. 35 square metres)

Concern:

Concern:

Remove existing floor finishes. Provide new quarry tiles.

Replace vinyl tiles with vinyl sheet flooring.

Recommendation:

Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

February 16 2005

February 16 2005

The 1990 addition (Washrooms 147 and 149) has vinyl sheet flooring.

1973 original building (CNS 122, PED 123, Infirmary Washroom, Staff Washroom 156 and 157) has vinyl tiles.

The 1990 addition (Gymnasium Storage 147, Corridor) has vinyl sheet flooring.


C3020.08 Carpet Flooring*

C3020.11 Floor Painting (1973, 1990)

3 - Marginal

3 - Marginal

Rating

Rating

0

0

Installed

Installed

10

0

Design Life

Design Life

DEC-04

DEC-04

Updated

Updated

Provide new carpet and rubber base.

Provide new paint.


Repair

2006

2010

$14,040

$1,620

Low

Low

Carpet wrinkled and worn out and past the theoretical life.Safety hazard to students. (approx. 1230 square metres in1973 original building; 70 square metres in 1973 LibraryMezzanine)

Paint scratched off. (approx. 50 square metre

Concern:

Concern:

Remove existing carpet. Provide new carpet and rubber base.

Remove existing paint. Provide new paint.

Recommendation:

Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

February 16 2005

February 16 2005

The 1973 original building (Classrooms 110, 111, 112, 113, 114, 116, 117, 128, 129, 124, Hall 173, Library 144, SpecialNeed 128, Storage 127, Infirmary 125, Offices 101, 102, 103 and 104, Corridor) has carpet flooring. The 1973 original building (1990 modernization) has carpet in Library 144 and ANC 145. The 1973 original building (1990 modernization) has carpet in Library Mezzanine 201 and 203, ANC Mezzanine 200, 204,205, 206. The 1990 addition (Library 144 and ANC 145) has carpet. The 1990 addition Mezzanine (ANC 200, 204, 205, 206) has carpet. The 1990 addition Mezzanine (Library 201 and 202) has carpet.

The 1973 original building (Mechanical Room 105, Storage 106, Storage 115, Storage 108, Janitor 118 and Room 121) haspaint on concrete floor. The 1990 addition (Mechanical 202) has painted concrete floor.


C3020.11 Floor Painting (1990 Gymnasium)

C3030.04 Gypsum Board Ceiling Finishes*

C3030.06 Acoustic Ceiling Treatment (Susp.T-Bar)*

C3030.07 Interior Ceiling Painting*

4 - Acceptable

4 - Acceptable

3 - Marginal

3 - Marginal

Rating

Rating

Rating

Rating

0

0

0

0

Installed

Installed

Installed

Installed

0

50

25

10

Design Life

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Updated

Replace acoustic ceiling tiles.

Provide new paint to ceiling.

Failure Replacement


2006

2010

$16,200

$6,480

Low

Low

Stained acoustic ceiling tiles by water leakage from roof. Tilespast theoretical life. (approx. 1500 square metres)

Paint past the theoretical life. (approx. 120 square metres in1990 addition)

Concern:

Concern:

Replace acoustic ceiling tiles.

Provide new paint to ceiling.

Recommendation:

Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

February 16 2005

February 16 2005

1990 addition (Gymnasium 199) has painted game lines.

The 1990 addition (Library 144 and ANC 145) has 16mm type 'X' drywall ceiling under Mezzanine.

The 1973 original building has acoustic ceiling tiles c/w suspended T-bar system.

The 1990 addition (Library 144 and ANC 145) has 16mm type 'X' drywall ceiling under Mezzanine. The 1990 addition (Gymnasium Storage 146) has 16mm type 'X' drywall ceiling


D2010.01 Water Closets*

D2010.02 Urinals*

D2010.03 Lavatories*

D2010.04 Sinks*

D2010.08 Drinking Fountains / Coolers*

D2010.09 Other Plumbing Fixtures*

D2020 Domestic Water Distribution

D2020.01.01 Pipes and Tubes: Domestic Water*

D2020.01.02 Valves: Domestic Water

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

5 - Good

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

Rating

Rating

Rating

Rating

Rating

0

0

0

0

0

0

0

0

0

Installed

Installed

Installed

Installed

Installed

Installed

Installed

Installed

Installed

30

30

30

30

30

0

0

40

0

Design Life

Design Life

Design Life

Design Life

Design Life

Design Life

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

DEC-04

DEC-04

DEC-04

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Updated

Updated

Updated

Updated

Updated

Updated


S4 MECHANICAL

Conventional plumbing fixtures. Floor mount, flush tank type. Fixtures replaced as required.

Conventional plumbing fixtures. Floor mount, flush tank type.

Conventional plumbing fixtures. Counter mount type, stainless steel. Fixtures replaced as required.

Conventional plumbing fixtures. Stainless steel sinks servicing Science Classroom/Labs and Staff Areas.

Refrigerated and non-refrigerated drinking fountains.

Janitor mop sink c/w vacuum breaker.

Metered main domestic water supply from municipality (Town of Grimshaw).

Copper piping for distribution of domestic water to plumbing fixtures.

Valves for isolation of domestic water to plumbing fixtures.


D2020.01.03 Piping Specialties (Backflow Preventors)*

D2020.02.02 Plumbing Pumps: Domestic Water*

D2020.02.06 Domestic Water Heaters*

D2020.03 Water Supply Insulation*: Domestic

D2030 Sanitary Waste

D2030.01 Waste and Vent Piping* - 1973 Building

2 - Poor

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

Rating

Rating

0

0

0

0

0

0

Installed

Installed

Installed

Installed

Installed

Installed

0

20

20

0

50

50

Design Life

Design Life

Design Life

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Updated

Updated

Updated

No backflow prevention device provided on thebuilding main domestic water service.

Code Upgrade 2005 $5,400 Medium

Backflow from building domestic water system into municipalmain water supply.

Concern:

Install backflow prevention device.Recommendation:


Event:



No backflow prevention provided for building main domestic water supply.

1-Domestic hot water recirculation pump.

(2003) 1-State natural gas fired domestic hot water heater with capacity of 380 litres.

Domestic water piping insulation.

Building sanitary waste drainage connected to municipal underground sanitary sewer system.

(1973 Building) Cast iron, PVC and copper piping.


D2030.01 Waste and Vent Piping* - 1981/85 Portables

D2040.01 Rain Water Drainage Piping Systems*

D3010.02 Gas Supply Systems*

2 - Poor

4 - Acceptable

5 - Good

Rating

Rating

Rating

0

0

0

Installed

Installed

Installed

50

50

50

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

1981 & 1985 Portables cast iron sanitary piping.

Failure Replacement 2005 $43,200 Medium

The Portables cast iron sanitary piping and connections havebeen leaking and failing.

Concern:

Replace cast iron sanitary piping.Recommendation:


Event:



(1981 & 1985 Portables) (8) Cast iron, PVC and copper piping.

Rain water collection via scuppers to storm water piping located outside of building and roof drains to piping located insidebuilding to surface run-off.

Metered natural gas supply from Utility.


D3020.03.01 Furnaces* - 1973 - Classroom & Entrances

D3020.03.01 Furnaces* - 1973 - Library & Staff Rooms

3 - Marginal

3 - Marginal

Rating

Rating

0

0

Installed

Installed

25

25

Design Life

Design Life

DEC-04

DEC-04

Updated

Updated

Classrooms and Entrances furnaces (10) (1973).

Main Entrance, Library and Staff Work Roomfurnaces (3) (1973).

Indoor Air Quality Upgrade


2005

2005

$135,000

$21,600

Low

Low

The Classroom and Entrances furnaces have surpassedTheoretical Life Expectancy. The furnaces do not providesufficient ventilation to meet current indoor air qualitystandards. Furnaces have above average operating andmaintenance costs.

The Main Entrance, Library and Staff Work Room furnaceshave surpassed Theoretical Life Expectancy. The furnaces donot provide sufficient ventilation to meet current indoor airquality standards. Furnaces have above average operating andmaintenance costs.

Concern:

Concern:

Replace Classrooms (7) with heating/ventilation units (ChangeAir type) and Entrances furnaces (3). Replacement of furnaceswill improve energy and operating efficiency.

Replace Main Entrance, Library and Staff Work Room furnaces(3) (1973). Replacement of furnaces will improve energy andoperating efficiency.

Recommendation:

Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

February 15 2005

February 15 2005

(1973) 10-Palm Air natural gas fired horizontal furnaces servicing 1973 Classrooms (7) and Entrances (3). Furnaces locatedin each Classroom and Entrance ceiling spaces.

(1973) 1-Flamemaster natural gas fired furnace servicing Main Entrance. (1973) 2-Flamemaster counter flow furnacesservicing Library and Staff Work Room. Furnaces located in 1973 Mechanical Room.


D3020.03.01 Furnaces* - 1981 - Portables

D3020.03.01 Furnaces* - 1985 - Portables

D3020.03.01 Furnaces* - 2001 - Portables Hallway

D3020.03.01 Furnaces* - Music Room & Loft Area

N/A

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

0

0

0

0

Installed

Installed

Installed

Installed

25

25

25

25

Design Life

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Updated

(1981) Portables furnaces.

Indoor Air Quality Upgrade 2005 $64,800 Low

The Classroom furnaces have surpassed Theoretical LifeExpectancy. The furnaces do not provide sufficient ventilationof meet current indoor air quality standards. Furnaces haveabove average operating and maintenance costs.

Concern:

Replace Portables furnaces (4) (1981) with heating/ventilationunits (Change Air type). Replacement of furnaces will improveenergy and operating efficiency.

Recommendation:


Event:



(1981) 4-Natural gas fired counter flow furnaces servicing 4 Portables. Furnaces located in each Portable.

(1985) 4-Natural gas fired counter flow furnaces servicing 4 Portables. Furnaces located in each Portable.

(2001) 1-Reznor roof mounted natural gas fired furnace servicing Portables Hallway and Storage Area.

2-Lennox natural gas fired furnaces servicing Music Room and Loft Area. Furnaces located in Gym Mechanical Room.


D3020.03.01 Furnaces* - Relocated Portables

D3020.03.02 Chimneys (&Comb. Air): Furnace*

D3020.04.03 Fuel-Fired Unit Heaters*

D3020.04.04 Chimney (&Comb.Air):Fuel-Fired Heater*

3 - Marginal

3 - Marginal

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

0

0

0

0

Installed

Installed

Installed

Installed

25

0

0

30

Design Life

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Updated

Portables furnaces (3).

Entrances, Library, Portables and Classroomfurnace chimneys.



2005

2005

$21,600

$5,400

Low

Low

The Portables furnaces have surpassed Theoretical LifeExpectancy. The furnaces do not provide sufficient ventilationto meet current indoor air quality standards. Furnaces haveabove average operating and maintenance costs.

The furnaces chimneys have surpassed Theoretical LifeExpectancy.

Concern:

Concern:

Replace Portable furnaces (3). Replacement of furnaces willimprove energy and operating efficiency.

Replace furnace chimneys with furnace replacement.

Recommendation:

Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

February 15 2005

February 15 2005

3-Natural gas fired counter flow furnaces servicing 3 Portables relocated to this site from another site (Deadwood) in 1999.Furnaces located in each Portable.

Furnace chimneys. Combustion air provided for furnaces. Chimneys to be replaced with furnace replacements.

2-Natural gas fired unit heaters servicing Mechanical Rooms.

Unit heater chimneys. Combustion air provided for unit heaters.


D3030.06.02 Refrigerant Condensing Units*

D3040.01.01 Air Handling Units: Air Distribution*

D3040.01.01 Air Handling Units: Air Distribution* - 1973

D3040.01.02 Fans: Air Distribution*

D3040.01.03 Air Cleaning Devices:Air Distribution*

4 - Acceptable

4 - Acceptable

2 - Poor

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

Rating

0

0

0

0

0

Installed

Installed

Installed

Installed

Installed

25

30

30

0

0

Design Life

Design Life

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Updated

Updated

Multizone air handling unit.

Lifecycle Replacement 2005 $216,000 Medium

The multizone unit have surpassed Theoretical LifeExpectancy. The multizone unit do not provide sufficientventilation of meet current indoor air quality standards. Themultizone unit have above average operating and maintenancecosts. The multizone unit is obsolete with burner replacementparts unavailable.

Concern:

Replace mulitzone unit with new hydronic dual boiler systemand ventilation system. Replacement of mulitzone unit willimprove energy and operating efficiency.

Recommendation:


Event:



(2002) 3-Carrier roof mounted air cooled dx condensing unit servicing 3-Computer Classroom ductless split wall mounted fancoil units.

1-Engineered Air natural gas indirect fired air handling unit servicing Gym. Unit located in Gym Mechanical Room.

(1973) 1-Lennox natural gas indirect fired multizone (7 zones) air handling unit servicing 1973 central areas. Unit located in1973 Mechanical Room.

1-Return air fan servicing Gym air handling unit. 3-Roof mounted exhaust fans servicing Washrooms and general exhaust.

Filters located in furnaces and air handling units. Filters replaced as per maintenance schedule.


D3040.01.04 Ducts: Air Distribution*

D3040.01.05 Duct Accessories: Air Distribution*

D3040.01.07 Air Outlets & Inlets:Air Distribution*

D3050.03 Humidifiers*

D3050.05.02 Fan Coil Units*

D3060.02.01 Electric and Electronic Controls*

4 - Acceptable

4 - Acceptable

4 - Acceptable

3 - Marginal

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

Rating

Rating

0

0

0

0

0

0

Installed

Installed

Installed

Installed

Installed

Installed

50

0

50

25

0

30

Design Life

Design Life

Design Life

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Updated

Updated

Updated

Multizone air handling unit drum humidifiers.


The multizone drum humidifers have surpassed Theoretical LifeExpectancy. The humidifiers above average maintenancecosts.

Concern:

Replace multizone air handling unit drum humidifiers with airhandling unit replacement.

Recommendation:


Event:



Supply, return and exhaust ductwork distribution system. Ductwork distribution system located in both under floor andceiling space. Ductwork cleaned in 2001.

Fire dampers.

Ceiling, wall and floor mounted supply air inlets and return/exhaust air outlets.

(1973) 2-Drum type humidifiers servicing mulitzone air handling unit. 1-Humidifier servicing Gym air handling unit (humidifieris not required and is shut down). 1-Drum humidifier servicing Music Room furnace.

1-Electric force flow heater servicing Portable Entrance.

Local controls servicing air handling units, furnaces and heaters.


D3060.02.05 Building Systems Controls(BMCS, EMCS)*

D4030.01 Fire Extinguisher, Cabinets and Accessories*

3 - Marginal

4 - Acceptable

Rating

Rating

0

0

Installed

Installed

30

30

Design Life

Design Life

DEC-04

DEC-04

Updated

Updated

BMCS control system.

Operating Efficiency Upgrade 2005 $81,000 Low

Individual stand alone systems not centrallymonitored/controlled to reduce energy and operating costs.

Concern:

Provide BMCS control system to reduce energy and operatingcosts.

Recommendation:


Event:



No BMS system. Low temperature alarms servicing Mechanical Rooms.

Dry chemical fire extinguishers located throughout building. Fire extinguishers inspected annually.


D5010.01 Main Electrical Transformers*

D5010.03 Main Electrical Switchboards (Main Distribution)*

D5010.05 Electrical Branch Circuit Panelboards (Secondary Distribution)*

D5010.07.02 Motor Starters and Accessories*

D5020.01 Electrical Branch Wiring*

5 - Good

3 - Marginal

4 - Acceptable

5 - Good

4 - Acceptable

Rating

Rating

Rating

Rating

Rating

0

0

0

0

0

Installed

Installed

Installed

Installed

Installed

40

40

25

0

50

Design Life

Design Life

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Updated

Updated

Replace the main switchboard.


Existing switchboard is no longer manufactured. Replacementbreakers are becoming increasingly difficult to obtain.

Concern:

Replace the switchboard with a new one of currentmanufacture.

Recommendation:


S5 ELECTRICAL

Event:



1976: Incoming service from Utility system to an on-site pad mounted transformer that is located on the west side of thebuilding. All clearances as required by the Canadian Electrical Code are complied with. Main service is 3 phase, 4 wire.

1973: Main switchboard is the product of Federal Pioneer and is located in the electrical room. The switchboard is rated at400 Amps, 120/208, 3 phase 4 wire. The switchboard is complete with a 400 amp main breaker and a distribution sectioncomplete with feeder breakers for breaker panels located throughout the school. Limited spare capacity for the addition ofnew breakers. No surge protection has been provided.

1981: Federal Pioneer breaker panels have been provided throughout the school. Panels are complete with paneldirectories. Most panels are of the 42 circuit type with between 5% to 10% spare capacity.

1973/1981: Magnetic motor starters, in 4 plex configuration have been provided for mechanical equipment motors. Startersare the products of Westinghouse and are complete pilot lights and Hand-Off-Auto selector switches.

1981: All wiring is copper and in conduit. all visible insulation appears to be good condition.


D5020.02.01 Lighting Accessories (Lighting Controls)*

D5020.02.02.02 Interior Florescent Fixtures*

D5020.02.03 Emergency Lighting*

4 - Acceptable

3 - Marginal

3 - Marginal

Rating

Rating

Rating

0

0

0

Installed

Installed

Installed

30

30

30

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Replace existing fluorescent fixtures with newones utilizing T8 lamps and electronic ballasts.

Replace incandescent exit lights with new LEDtype exit lights.

Energy Efficiency Upgrade

Energy Efficiency Upgrade

2007

2007

$59,400

$2,700

Low

Low

Present fluorescent fixtures have been provide with T12 lampsand magnetic ballasts, which is not energy cost effective.

Existing exit lights are of the incandescent type, several ofwhich were not operational due to burnt out lamps.Incandescent exit lights are not energy cost effective and thelamp life is limited.

Concern:

Concern:

Provide new fluorescent fixtures utilizing T8 lamps andelectronic ballasts, to replace existing ones,

Replace the existing exit lights with new LED type exit lights.

Recommendation:

Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

February 15 2005

February 15 2005

1973: Line voltage switches of the specification grade have been provided. Each area is locally switched. All switches arecomplete with stainless steel cover plates. The gymnasium and the 1981 sections have been provided with a low voltageswitching system that is the product GE. Low voltage relays have been provided in an enclosure located beside the breakerpanel.

1973/1981: Fluorescent fixtures are a combination of the recessed and surface mounted type. Fixtures are complete withacrylic prismatic lenses. The portable classrooms have been provided with suspended fluorescent fixtures. Fixtures are withT12 lamps and magnetic ballasts.

1973/1981: Emergency lighting is provided by 12V battery packs with integral heads and remote heads throughout theschool to illuminate paths of egress. Battery packs and remote heads are the product of Lumacell. All egress corridorsand required exits have been provided with incandescent exit lights, which are the product of Lumacell.


D5020.03.01.01 Exterior Incandescent Fixtures*

D5020.03.01.04 Exterior H.P. Sodium Fixtures*

D5020.03.02 Lighting Accessories (Lighting Controls)*

3 - Marginal

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

0

0

0

Installed

Installed

Installed

0

30

25

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Replace existing incandescent lighting fixtures atthe entrances with high pressure sodium fixtures.

Operating Efficiency Upgrade 2007 $1,080 Low

Incandescent lighting provided at the 2 of the entrances on thewest side. Some of the lamps were burnt out and lighting is notenergy cost effective.

Concern:

Replace with high pressure sodium fixtures to match fixtures inthe later additions.

Recommendation:


Event:



1973: Incandescent light fixtures provided at 2 of the entrances. Original Installation.

1973/1981: Wall mounted H.P. sodium fixtures have been provided around the perimeter of the building. Recessedmounted fixtures have been provided at the front entrance. Fixtures are complete with 250 Watt H.P. sodium lamps forRecessed wall packs and 100 Watt lamps for the recessed fixtures.

1973/1981: Exterior lighting is controlled by photo-cell and time clock with a manual override via lighting control contactor.


D5030.01 Detection and Alarm Fire Alarm*

D5030.02.02 Intrusion Detection*

D5030.04.01 Telephone Systems*

3 - Marginal

5 - Good

5 - Good

Rating

Rating

Rating

0

0

0

Installed

Installed

Installed

25

25

25

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Replace fire alarm system with current technologysytem


Exisitng Edwards 2280 fire alarm system is no longermanufatcured. System is still operational and parts althoughstill available, are becomng increasingly difficult to obtain astime goes by.

Concern:

Replace the system in about 2 to 3 years time with a newaddressable system and devices.

Recommendation:


Event:



1981: Fire alarm system, product of Edwards, Model 2280. System is of the hard wired type. Detection devices, pullstations, bells have been located throughout the school. System is monitored externally and tested annually. Controlpanel/annunciator is located in the main entrance vestibule.

1980: A DSC intrusion alarm system has been provided. It is complete with motion sensors and door contacts andkeypads. System is monitored by an external monitoring agency.

1973: Telephone service is underground and terminates on a backboard located in the electrical room. Backboard iscomplete with BIX blocks. Telephone system was provided in 1990's and is the product of Nortel, Meridian.


D5030.04.02 Paging/Call/Music Systems*

D5030.04.04 Data Systems*

D5030.04.05 Local Area Network Systems*

D5090.01 Uninterruptible Power Supply Systems*

3 - Marginal

5 - Good

5 - Good

5 - Good

Rating

Rating

Rating

Rating

0

0

0

0

Installed

Installed

Installed

Installed

25

0

0

25

Design Life

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Updated

Replace PA/Call System with new integratedcommunication system. Existing system is wellpast its life cycle expectancy.


PA/Call system is obsolete and no longer manufactured. Someof the call buttons are not operational. Parts are no longeravailable. Audio quality is poor.

Concern:

Replace the system with a new solid state integratedcommunication system, that interfaces with the telephonesystem and with telephone sets in each classroom

Recommendation:


Event:



1973: A stand alone system complete with its own amplifier has been provided. It is the product of Rauland Model MCI 350.It is a hard wired relay based system. A hand held microphone has been provided for paging. Speakers are locatedthroughout the school including the classrooms and corridors. Communication with the classroom is via a call buttonlocated in each classroom. Music is provided by a cassette tape player that is interfaced with the system.

2001: Data cabling is Cat 5e and is installed throughout the school. All cabling is concealed and routed through the ceilingspace. Each classroom has been provided a with a minimum of 2 data outlets.

2001: A dedicated server room complete with ventilation has been provided. All wiring is brought to this location and routedneatly down the wall utilizing a slotted PVC covered raceway. All hubs are mounted in a data rack.

2001: A stand alone local UPS system has been provided for the server and is located in the server room. It is rated at 750VA and is the product of APC.


E1020.03.04 Folding and Portable Stages

E1090.04 Residential Equipment*

E1090.07 Athletic, Recreational, and Therapeutic Equipment*

E2010.02.03 Display Casework

E2010.02.05 Educational Facility Casework*

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

3 - Marginal

Rating

Rating

Rating

Rating

Rating

0

0

0

0

0

Installed

Installed

Installed

Installed

Installed

0

0

0

0

0

Design Life

Design Life

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Updated

Updated

Provide new millwork.


Casework chipped, worn out and at end of theoretical life in1973 original building. (approx. 60 metres long)

Concern:

Remove existing millwork. Provide new millwork c/w adjustableshelves.

Recommendation:


S6 EQUIPMENT, FURNISHINGS AND SPECIAL CONSTRUCTION

Event:



The 1990 addition (Gymnasium 109) has a portable stage.

The 1973 original building (Staff 107) has ranges, freezer and cooler.

The 1990 addition (Gymnasium 109) has Curtain Divider, wall mounted basketball backstops, suspended basketballbackstops.

The 1973 original building has a display case c/w glazing near Room 123.

The 1973 original building has 60 metres long millwork.


E2010.02.08 Laboratory Casework*

E2010.02.09 Library Casework*

E2010.02.99 Other Casework* (1973 & 1990 Millwork)

E2010.02.99 Other Casework* (1973 Washroom Vanities)

3 - Marginal

4 - Acceptable

4 - Acceptable

3 - Marginal

Rating

Rating

Rating

Rating

0

0

0

0

Installed

Installed

Installed

Installed

0

0

0

0

Design Life

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Updated

Provide new millwork.

Provide new vanities.

Failure Replacement

Failure Replacement

2008

2006

$10,800

$9,720

Low

Low

Science Room 110 has plastic laminate millwork in wear andtear condition. (approx. 20 metres long)

Boy Washroom 120 and Girl Washroom 119 have originalplastic laminate vanities and are worn out. (approx. 6 metres)

Concern:

Concern:

Remove existing millwork. Provide new millwork.

Remove existing vanities. Provide new vanities.

Recommendation:

Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

February 16 2005

February 16 2005

The 1973 original building (Science Room 110) has plastic laminate millwork.

The 1973 original building (Library 144 and Library Mezzanine 203) has library reception counter, book shelves.

The 1973 original building (Staff Washrooms 156 and 157; Infirmary Washroom 158) has vanities. The 1973 original building (Administration Area 104) has plastic laminate counter. The 1990 addition (Boy's Change Room 147 and Girl's Change Room 149) has plastic laminate vanities and plastic laminatecupboards and wood benches.

The 1973 original building (Boy Washroom 120 and Girl Washroom 119) has plastic laminate vanities.


E2010.03.01 Blinds*

E2010.03.06 Curtains and Drapes*

E2010.04.02 Fixed Foot Grilles

3 - Marginal

4 - Acceptable

3 - Marginal

Rating

Rating

Rating

0

0

0

Installed

Installed

Installed

0

0

0

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Provide new venetian blinds.

Provide new vinyl sheet flooring.


Failure Replacement

2006

2006

$4,860

$4,320

Low

Low

Plastic venetian blinds are broken and pass the theoretical life.(approx. 15 blinds)

Floor foot grilles collect debris, dirt, soil, etc. which affect thehealth of students and staff. It is very difficult for Janitor to cleanthem. (2 grilles at 1 metre x 2 metres)

Concern:

Concern:

Provide new venetian blinds.

Remove existing floor foot grilles. Repair floor. Provide new vinylsheet flooring.

Recommendation:

Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

February 16 2005

February 16 2005

The 1973 original building has plastic venetian blinds.

The 1973 original building has drapery in Administration Area. The 1990 addition (ANC 145) has window drapery.

The 1973 original building (Vestibules 177 and 178) has floor foot grilles.


F1010.02.04 Portable and Mobile Buildings (1981, 1985, 1989, 1995)

3 - MarginalRating

0Installed

0Design Life

DEC-04Updated

Obtain result from soil engineer.

Provide sump pit for crawl space and vapourbarrier.

Study

Repair

2006

2006

$5,400

$10,800

Low

Low

1985, 1989 and 1995 portables have wet crawl space.

1985, 1989 and 1995 portables have wet crawl space. (approx.1000 square metres)

Concern:

Concern:

Obtain result from soil engineer.

Provide sump pit for crawl space and vapour barrier.

Recommendation:

Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

February 16 2005

February 16 2005

1981, 1985, 1989 and 1995 portables.


F1010.02.04 Portable and Mobile Buildings-(1981 4 units)

3 - MarginalRating

0Installed

0Design Life

DEC-04Updated

Replace windows, carpet, vinyl flooring.

1. Cracked end of glu-lam beam in Classroom 131. 2. Crawl space vent openings are covered with plywood.(approx. 4 openings) 3. PVC windows has operation problem. (approx. 8 windows at1850mm wide nad 1805mm high) 4. Building roof does not have enough RSI value. (Total buildingarea is 495.82 square metres.) 5. Carpet wrinkled and worn out and past the theoretical life.Safety hazard to students. (approx. 165 square metres) 6. Chalkboards and tackboards are worn out. (4 chalkboards; 4tackboards) 7. Paint past the theoretical life. (approx. 500 square metres) 8. Cupboards have fixed shelves. (20 metres long) 9. Double tier metal lockers along Corridor 174 are required.(Allow 30 lockers)

Concern:

1. Provide metal bracket. ($1000) 2. Repair wall. Provide new skirt wall. ($4000) 3. Remove existing windows. Provide new aluminum windows.($12000) 4. Provide additional RSI batt or rigid insulation to achieve RSI

Recommendation:


Event:

The 1981 portables: - have 127x343mm glu-lam beams,38x184mm fir joists at 400mm O.C. on 3nos. 38x184mm fir joists at 400mm O.C. on300mm diameter x 3900mm deep concrete piles; on 400mm diameter x 3900mm deep concrete piles along corridor andconnection of two portables. - have 8mm plywood underlay, vapour barrier, 16mm T & G plywood sheathing, 38x184mm fir joists at 400mm O.C., 3nos.38x285mm fir beams (east to west), 2nos. 38x285mm fir beams (north and south) on 2 layers RSI 2.1 batt insulation, 8mmwaterproof plywood. - have control joints. - have stucco, building paper, 13mm plywood sheathing, 38x140mm wood studs at 400mm O.C., RSI 3.5 batt insulation,vapour barrier, 16mm fireguard, 19mm plywood skirt. - have PVC windows. - have metal shutters over windows in Classrooms 132 and 133. - (Corridor 174 adjacent to Library 144) have 4-ply asphalt roof, gravel, 38mm rigid insulation, vapour barrier, 35mm steeldeck, 610mm OWSJ. - (1973 original building connection) have SBS roof, 13mm plywood sheathing with spacers, 2 layers RSI 2.1 batt insulationpaper face, vapour barrier 19x89mm strapping at 400mm O.C., 16mm Fireguard. (New in 2001) - have SBS roof, 13mm plywood sheathing with spacers, 38x184mm fir joists at 400mm O.C., 2 layers RSI 2.1 battinsulation paper face, vapour barrier, 19x140mm wood strapping at 400mm O.C., 16mm Fireguard. (New in 2001) - have G.I. cap flashing over connection. - have G.I. gutter with G.I. gravel stops. - have prefinished metal fascia on building paper, 13mm plywood sheathing, 38x89mm blocking continuous. - have wood doors and metal frames for Classrooms and Washrooms. - have chalkbards and tackboards. - have metal name plates and room numbers. - have Corlon sheet flooring in Corridor 174 and Classrooms 131, 132, 133, 134. - have carpet in Classrooms 131, 132, 133, 134. - have painted 16mm fireguard in Classrooms 131, 132, 133, 134 and Corridor 174. - have 20 metres long millwork. - have vanities in washrooms.


Repair

Study

2006

2006

$81,864

$0

Low

Low

Cracked end of glu-lam beam in Classroom 131.Concern:

7. ($7400) 5. Remove existing carpet. Provide new carpet and rubberbase. ($12400) 6. Replace existing chalkboards and tackboards. ($5000) 7. Provide new paint to ceiling. ($15000) 8. Remove existing millwork. Provide new adjustable cupboard.($10000) 9. Provide double tier metal lockers along Corridor 174. ($9000)

Obtain result from structural engineer.Recommendation:


Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

February 16 2005

February 16 2005



3 - MarginalRating

0Installed

0Design Life

DEC-04Updated


Repair 2006 $57,672 Low

1. Nails protruding from floor near entrance door in Classroom136. 2. Crawl space vent openings are covered with plywood.(approx. 2 openings) 3. Gaskets are loose and dry. (approx. 2 windows) 4. Building roof does not have enough RSI value. (Total buildingarea is 227.04 square metres.) 5. Built-up roof is poor. (building area is 227.04 square metres.)6. Carpet wrinkled and worn out and past the theoretical life.Safety hazard to students. (approx. 80 square metres) 7. Cupboards have fixed shelves. (45 metres long)

Concern:

1. Repair floor and drive new screws. ($1000) 2. Repair wall. Provide new skirt wall. ($1000) 3. Remove existing gaskets. Provide new gaskets. ($2500) 4. Provide additional RSI batt or rigid insulation to achieve RSI7. ($3400) 5. Remove existing roofing. Provide new SBS roofing. ($17000)6. Remove existing carpet. Provide new carpet and rubberbase. ($6000) 7. Remove existing millwork. Provide new adjustable cupboard.($22500)

Recommendation:


Event:


The 1985 portables: - have 38x235mm joists at 600mm O.C. on concrete piles. - have 19mm plywood underlay, vapour barrier, 38x235mm joists at 600mm O.C. batt insulation fill, 7mm treated plywood. - have 13mm plywood sheathing, wood joists. - have wet crawl space. - have stucco, building paper, 13mm plywood sheathing, 38x140mm wood studs at 400mm O.C., RSI 3.5 batt insulation,vapour barrier, 16mm type 'X" drywall, 19mm plywood skirt. - have control joints. - have wood frame windows c/w awning at 2015mm wide x 1700mm high. - have 4-ply asphalt & felt built-up roof, gravel, 75mm rigid insulation, vapour barrier, 13mm plywood sheathing, wood joists,batt insulation, space, 16mm type 'X' drywall. - have G.I. flashing at parapets. - have wood doors and metal frames for Classrooms and Washrooms. - have chalkboards and tackboards. - have metal name plates and room numbers. - have wood storage shelves in Storage 135. - have prefinished wallpaper finishes on drywall. - have carpet in Classrooms 136 and 141. - have a floor hatch to crawl space. - have 16mm type "X" drywall ceiling in Storage 135. - have acoustic ceiling tiles c/w suspended T-bar system. - have 45 metres long millwork. - have vanities in washrooms. - have window drapery.






3 - MarginalRating

0Installed

0Design Life

DEC-04Updated


1. Crawl space vent openings are covered with plywood.(approx. 2 openings) 2. Gaskets are loose and dry. (approx. 4 windows) 3. Building roof does not have enough RSI value. (Total buildingarea is 227.04 square metres.) 4. Carpet wrinkled and worn out and past the theoretical life.Safety hazard to students. (approx. 140 square metres) 5. Cupboards have fixed shelves. (45 metres long) 6. Floor foot grilles collect debris, dirt, soil, etc. which affect thehealth of students and staff. It is very difficult for Janitor to cleanthem. 7. Double tier metal lockers along Corridor near Classrooms142 and 143 are required. (Allow 30 lockers)

Concern:


Event:

The 1989 portables: - have W310x39 intermediate and north to south frames; W310x79 along the corridor and W310x52 for east and westperimeter frames on 400mm diameter x 7000mm deep concrete piles along north wall; on 600mm diameter x 7000mm deepconcrete piles along two classroom;on 600mm diameter x 6000mm deep concrete piles along south wall. - have a 150mm reinforced concrete slab on 400mm diameter x 6000mm deep concrete piles for exterior stair. - have 10mm plywood underlay, vapour barrier, 16mm T & G plywood sheathing, 38x235mm #2 spruce joists at 400mmO.C., loose fill insulation in joist spaces, 10mm spruce sheathing plywood. - have 2nos. 38x235mm joists at center and edges; and 2 nos. 38x286mm carriage, 19mm fir ply risers, 38x140mm hem-firplanks spaced 6mm apart, anti-decay-treated 38x89mm studs at 400mm O.C. under stringers, 150mm reinforced concreteslab on 400mm diameter x 6000mm deep concrete piles. Handrails are made of 38x38x3.81 HSS rails and posts c/w25x51x3.18 HSS with 10x19mm steel bar brackets. - have 13mm plywood sheathing, wood joists,171x450mm glu-lam beams at 2875mm O.C., 38x184mm wood joists at400mm O.C. - have wet crawl space. - have stucco, building paper, 13mm plywood sheathing, 38x140mm wood studs at 400mm O.C., RSI 3.5 batt insulation,vapour barrier, 16mm type 'X" drywall, anti-decay-treated 13mm ply Good-One-Side (G1S) skirt c/w anti-decay-treated38x149 studs at 400mm O.C. - have control joints. - have wood frame windows c/w awning at 2000mm wide x 1200mm high. - have metal insulated double doors and frames. - have 4-ply asphalt & felt built-up roof, gravel, 25mm fibreboard insulated on 50 to 150mm tapered Korolite or rigidinsulation, 2 ply felt B.U.R. vapour barrier, 16mm T & G plywood sheathing, space, 16mm type 'X' drywall. - have G.I. flashing at parapets. - have prefinished metal fascia on building paper, 16mm plywood sheathing on 38x89mm continuous horizontal woodblocking, 10mm exterior grade plywood sheathing, 38x89mm wood framing at 400mm O.C., double top plate and singlesole plate filled with batt insulation, 16mm plywood sheathing, roof membrane. - have Vestibule 176. - have wood doors and metal frames for Classrooms and Washrooms. - have chalkboards and tackboards. - have metal name plates and room numbers. - have prefinished wallpaper finishes on drywall. - have carpet in Classrooms 142 and 143. - have acoustic ceiling tiles c/w suspended T-bar system. - have 45 metres long millwork. - have vanities in washrooms. - have window drapery. - have floor foot grilles on stair landing outside Vestibule 176.


Repair 2005 $56,657 Low

1. Repair wall. Provide new skirt wall. ($2000) 2. Remove existing gaskets. Provide new gaskets. ($2000) 3. Provide additional RSI batt or rigid insulation to achieve RSI7. ($3400) 4. Remove existing carpet. Provide new carpet and rubberbase. ($10500) 5. Remove existing millwork. Provide new adjustable cupboard.($22500) 6. Remove existing floor foot grilles. Repair floor. Provide newvinyl sheet flooring. ($3000) 7. Provide double tier metal lockers along Corridor nearClassrooms 142 and 143. ($9000)

Recommendation:






3 - MarginalRating

0Installed

0Design Life

DEC-04Updated


1. Crawl space vent openings are covered with plywood.(approx. 4 openings) 2. Gaskets are loose and dry. (approx. 5 windows) 3. Building roof does not have enough RSI value. (Total buildingarea is 512 square metres.) 4. Vinyl tile flooring worn out. (approx. 35 square metres) 5. Carpet wrinkled and worn out and past the theoretical life.Safety hazard to students. (approx. 85 square metres) 6. Cupboards have fixed shelves. (55 metres long)

Concern:

1. Repair wall. Provide new skirt wall. ($4000) Recommendation:


Event:

The 1995 portables - have a 150mm reinforced concrete slab on 100mm void form on 400mm diameter x 6000mm deep concrete piles forexterior stair. - have 300x300x790mm deep concrete piers on 600mm diameter x 6000mm deep concrete piles along north wall and southwall; 1000x300x790mm deep concrete piers on 600mm diameter x 8000mm deep concrete piles along southeast tonorthwest central area. - have 10mm plywood underlay, 19mm plywood sheathing, poly vapour barrier, 38x235mm wood joists at 400mm O.C.,fibreglas insulation to fill, 10mm exterior grade plywood sheathing. - have stair and landing stringers c/w C250x23 standard channel, 6mm steel plate closure, 300mm "gripstruct" stair treadwelded to 65x50x6mm steel ledge angle at stringer; 2nos. 610mm "gripstruct" plank units to form landing; 127x63.5mmHSS frame secured to floor joist header with 19mm diameter lag bolt type fasteners at 300mm O.C., 42mm diameterstandard pipe handrail and intermediate verticals. - have wood joists. - have 38x184mm wood joists at 300mm and 400mm O.C., 6nos. 38x286mm built-up wood beams on 140x140mm column.- have wet crawl space. - have stucco wire lath, building paper, 9mm exterior grade plywood sheathing, 38x140mm wood studs at 400mm O.C. withdouble top plate and single sole plate, batt insulation fill, poly vapour barrier, 16mm gypsum board, 19mm plywood skirt. - have control joints. - have wood frame windows c/w awning at 2015mm wide x 1700mm high. - have metal insulated double doors and frames. - have stone ballast, 4-ply built-up roof membrane, 25mm fibreboard on tapered rigid insulation to minimum 50mm, 13mmgypsum board, vapour barrier, 19mm plywood sheathing, 38x184mm wood joists at 400mm O.C., 16mm type 'X' drywall. - have prefinished cap flashing over building joint curbs and parapets. - have prefinished metal fascia on 25mm thick continuous horizontal wood blocking at 900mm O.C., building paper, 9mmexterior grade plywood sheathing, 38x89mm wood framing at 400mm O.C., double top plate and single sole plate filled withbatt insulation, 13mm plywood sheathing, roof membrane. - have Vestibule 154. - have wood doors and metal frames for Classrooms and Washrooms. - have 3/4 hour fire rated metal door and 3/4 hour fire rated metal frame for Storage 135. - have chalkboards and tackboards. - have metal name plates and room numbers. - have prefinished wallpaper finishes on drywall. - have vinyl tiles in Storage 135, Washrooms 150, 152 and 153. - have carpet in Classrooms 140 and 138. - have acoustic ceiling tiles c/w suspended T-bar system in Classrooms 138, 139 and 140, and Corridor 155. - have range and refrigerator in Classroom 140. - have 55 metres long millwork. - have vanities in washrooms.


F1010.02.05 Grandstands and Bleachers*

F2020.01 Asbestos*

4 - Acceptable

3 - Marginal

Rating

Rating

0

0

Installed

Installed

0

0

Design Life

Design Life

DEC-04

DEC-04

Updated

Updated

Study asbestos.

Repair

Study

2005

2006

$55,679

$3,240

Low

Low

Check asbestos boards.Concern:

2. Remove existing gaskets. Provide new gaskets. ($2500) 3. Provide additional RSI batt or rigid insulation to achieve RSI7. ($7680) 4. Replace vinyl tiles with vinyl sheet flooring. ($3500) 5. Remove existing carpet. Provide new carpet and rubberbase.($6375) 6. Remove existing millwork. Provide new adjustable cupboard.($27500)

Remove asbestos if required in accordance with hazardousmaterials abatements procedures.

Recommendation:


Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

February 16 2005

February 16 2005

The 1990 addition ANC 145 has fixed wood bleachers.

1973 original building has asbestos board for sandwich panel under aluminum windows.

Report run on: February 13, 2006 4:16 PM Page 2 of 8

S9373Building Id:

Kennedy Elementary SchoolBuilding Name:

GrimshawLocation:Address:

0.00Gross Area (sq. m): $0Replacement Cost:0Construction Year:

Evaluation Date: December 1 2004

Francis Ng ArchitectEvaluation Company:

Mr. Francis NgEvaluator Name:

Soil along the perimeter of schools buildings has settled. Regrade the site for better surface drainage and site drainage. Concrete splashpads are broken or slope towards school building. Aggregate roadway for bus loop is on north side. Another school bus pick up zone is located on the north side of 1995portables. Aggregate parking lot for staff and students is on northwest corner of school buildings. The route is alsoreserved for fire engines. Bus/car driveways require replanning. Replace gravel pedestrian sidewalks with concrete. Chain link fence and gate around outdoor playfield. Grass is in front of building. Trees and shrubs are around the school. Site domestic water and sanitary services are provided by Town of Grimshaw. Site storm drainage is to surface run-off.Site natural gas service is provided by Utility. Energized stalls have been provided for the staff. A separate service has been provided for the energized stalls. Plugsare mounted on a railing. Plugs are energized continuously and not controlled in any way. 2 pole mounted fixtures have been provided in the parking lot. Fixtures are of the H.P, sodium type and mounted on 25 ftpoles. Fixtures are controlled by photo cell and time clock along with the rest of the exterior lights. Overall site rating is in good condition.

General Summary:

Structural Summary:

Envelope Summary:

Interior Summary:

Mechanical Summary:

Electrical Summary:

0%5 year Facility Condition Index (FCI):

Facility Details Evaluation Details

Total Maintenance Events Next 5 years: $113,400

Grimshaw - Kennedy Elementary School (S9373)

Condition Rating Performance1 - Critical Unsafe, high risk of injury or critical system failure.2 - Poor Does not meet requirements, has significant deficiencies. May have high operating/maintenance costs.

3 - Marginal Meets minimum requirements, has significant deficiencies. May have above average operating maintenance costs.4 - Acceptable Meets present requirements, minor deficiencies. Average operating/maintenance costs.

Rating Guide

5 - Good Meets all present requirements. No deficiencies.6 - Excellent As new/state of the art, meets present and foreseeable requirements.


G1030.04 Slope Protection and Erosion Control

G2010.02.01 Aggregate Roadway (Gravel)*

G2010.06.05 Guide Rails

G2020.02.01 Aggregate Parking Lots (Gravel)*

3 - Marginal

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

0

0

0

0

Installed

Installed

Installed

Installed

0

0

0

10

Design Life

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Updated

Regrade the soil around the buildings.


Soil along the perimeter of schools buildings has settled.Concrete splashpads are broken or slope towards schoolbuilding.

Concern:

Provide new grade around the building is required. Provide newconcrete splashpads under the downspouts.

Recommendation:


S7 SITE

Event:



Grading.

Aggregate roadway for bus loop on north side.

Metal guide rails along the front sidewalk.

Another school bus pick up zone located on the north side of 1995 portables.


G2020.02.01 Aggregate Parking Lots (Gravel)*

G2020.05 Parking Lot Curbs and Gutters*

G2020.06.01 Traffic Barriers*

G2020.06.02 Parking Bumpers*

3 - Marginal

4 - Acceptable

3 - Marginal

4 - Acceptable

Rating

Rating

Rating

Rating

0

0

0

0

Installed

Installed

Installed

Installed

0

0

0

0

Design Life

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Updated

Study of bus drop-off and pick-up area.

Study

Failure Replacement

2005

2006

$5,400

$9,720

Low

Low

School does not have bus drop-off and pick-up area at the MainEntrance.

Wood rails and posts have paint peeled off and are rotten.(approx. 30 metres long)

Concern:

Concern:

Study of bus drop-off and pick-up area by architect or trafficengineer.

Remove existing wood rail and posts. Provide new metal rails.

Recommendation:

Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

February 15 2005

February 15 2005

Aggregate parking lot for staff and students on northwest corner of school buildings. The route is also reserved for fireengine.

Concrete curbs along sidewalk on west side (1973 original building).

Wood rail with car-plugs for staff.

Wood rail with car-plugs for staff.


G2020.06.03 Parking Lot Signs*

G2030.02.01 Gravel Pedestrian Surfacing*

G2030.04 Rigid Pedestrian Pavement (Concrete)*

3 - Marginal

3 - Marginal

4 - Acceptable

Rating

Rating

Rating

0

0

0

Installed

Installed

Installed

0

0

0

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Provide fire route signage.

Provide concrete pedestrian sidewalk.

Code Repair

Failure Replacement

2006

2005

$1,080

$32,400

Low

Low

No fire route sign installed.

Gravel sidewalk uneven for students to walk safely. (approx.300 metres long)

Concern:

Concern:

Provide fire route signage.

Provide concrete pedestrian sidewalk.

Recommendation:

Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

February 15 2005

February 15 2005

"No parking" signs are posted along sidewalk on northwest side (1956 original building and 1987 addition).

Gravel pedestrian sidewalk along east side of 1995 portables, 1985 portables and 1989 portables; along south side of 1989portables.

Concrete pedestrian sidewalk along south, west and north sides of 1973 original building.


G2040.02 Fences and Gates*

G2040.04 Athletic and Recreational Equipment*

G2040.05.04 Bicycle Racks

G2040.06 Exterior Signs*

3 - Marginal

3 - Marginal

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

0

0

0

0

Installed

Installed

Installed

Installed

0

25

0

0

Design Life

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Updated

Provide chain link fence.

Provide fall protection materials to meet CSAstandards.

Failure Replacement

Preventative Maintenance

2006

2006

$16,200

$21,600

Low

Low

Fence is not in place along west side of playfield. (approx. 50metres)

There is no fall protection for playground equipment to preventstudents from falling.

Concern:

Concern:

Provide chain link fence.

Provide fall protection materials to meet CSA standards.

Recommendation:

Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

February 15 2005

February 15 2005

Chain link fence and gate around three sides of outdoor playfield.

Playground equipment (slide, chin-up cross bar, climb dome, bridge, swings), wood wall for kicking balls and wall mountedbasketball backstops, goal posts, post mounted basketball backstops.

Bicycle racks installed on the North side of 1973 original building.

Exterior sign is not available. School name was installed on the exterior wall outside.


G2040.08 Flagpoles*

G2040.09 Covers and Shelters*

G2050.04 Lawns and Grasses*

G2050.05 Trees, Plants and Ground Covers*

G3010.02 Site Domestic Water Distribution*

G3020.01 Sanitary Sewage Collection*

4 - Acceptable

4 - Acceptable

3 - Marginal

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

Rating

Rating

0

0

0

0

0

0

Installed

Installed

Installed

Installed

Installed

Installed

0

0

0

0

0

0

Design Life

Design Life

Design Life

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Updated

Updated

Updated

Regrade and reseed the ground.

Repair 2006 $10,800 Low

Maintenance staff reported that grass is rough and uneven nearthe playfield and in poor condition.

Concern:

Regrade and reseed the ground.Recommendation:


Event:



2 metal flag poles in front of building. (west side)

Wood sheds are installed at east side of ANC 145. Shed is installed at northwest corner of the site.

Grass in front of building.

Trees are on south side of 1981 portables. Shrubs on the northeast corner of the site. Trees and shrubs on west side of 1973 original building.

Town of Grimshaw metered domestic water supply to site/building.

Site/building sanitary sewage collection to Town of Grimshaw underground sanitary system.


G3030.01 Storm Water Collection*

G3060.01 Gas Distribution*

G4010.04 Car Plugs-ins*

G4020.01 Area Lighting*

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

0

0

0

0

Installed

Installed

Installed

Installed

0

0

0

0

Design Life

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Updated


Building storm water collection via scuppers to storm water piping located outside building and roof drains to piping locatedinside building to surface run-off. Site storm water collection to surface run-off.

Utility metered natural gas supply to site/building.

1981: Approximately 20 energized stalls have been provided for the staff. A separate service has been provided for theenergized stalls. Plugs are mounted on a railing. Plugs are energized continuously and not controlled in any way.

1973: 2 pole mounted fixtures have been provided in the parking lot. Fixtures are of the H.P, sodium type and mounted on25 ft poles. Fixtures are controlled by photo cell and time clock along with the rest of the exterior lights.


K40 Current Code Issues

K4010.01 Barrier Free Route: Parking to Entrance

K4010.02 Barrier Free Entrances

4 - Acceptable

3 - Marginal

3 - Marginal

Rating

Rating

Rating

0

0

0

Installed

Installed

Installed

0

0

0

Design Life

Design Life

Design Life

DEC-04

DEC-04

DEC-04

Updated

Updated

Updated

Provide handicapped ramp and parking stall.

Provide automatic doors for handicapped.

Barrier Free Access Upgrade

Barrier Free Access Upgrade

2006

2006

$5,400

$10,800

Low

Low

Buildings have no handicapped route and parking to schoolentrance.

There is no automatic door for handicapped. (2 doors)

Concern:

Concern:

Provide handicapped ramp and parking stall.

Provide automatic doors for handicapped.

Recommendation:

Recommendation:


S8 FUNCTIONAL ASSESSMENT

Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

February 16 2005

February 16 2005

ABC Group A Division 2 - School The 1973 original building has 1791 square metres; the 1977 addition has 22.4 square metres; the 1981 portables have495.82 square metres; the 1985 portables have 227.04 square metres; the 1989 portables have 227.04 square metres; the1990 addition (main floor) has 582 square metres; the 1990 addition (mezzanine) has 116 square metres; the 1995portables have 512 square metres. Total building area is 3973.3 square metres. Combustible and non-combustible construction. School facing 2 streets, one storey and two storeys, unsprinklered.

School buildings have no handicapped access and parking to school entrance.

The school buildings have no handicapped entrance.


K4010.03 Barrier Free Interior Circulation

K4010.04 Barrier Free Washrooms

4 - Acceptable

4 - Acceptable

Rating

Rating

0

0

Installed

Installed

0

0

Design Life

Design Life

DEC-04

DEC-04

Updated

Updated


School buildings have corridors which are wide enough for handicapped.

The 1990 addition (Washrooms 147 and 149) has barrier free washrooms.

Documents

RECAPP Facility Evaluation Report - Alberta · The 1990 addition (Washrooms 147 & 149) has 200x1200mm concrete foundation on 2400mm wide x 300mm deep strip footing for west wall;