54
Statement of Work Annex A Replacement and addition of turnstiles at Tunney’s Pasture Main, R.H. Coats and Jean Talon Building

Statement of Work Annex A Replacement and addition of

  • Upload
    others

  • View
    3

  • Download
    0

Embed Size (px)

Citation preview

Page 1: Statement of Work Annex A Replacement and addition of

Statement of Work

Annex A

Replacement and addition of turnstiles at Tunney’s Pasture Main, R.H. Coats and Jean Talon Building

Page 2: Statement of Work Annex A Replacement and addition of

Statement of Work

STATEMENT OF WORK 3

1. Title 3

2. Background 3

3. Objectives 5

4. Project requirements 5 A- REMOVAL OF EXISTING TURNSTILES 5 B- SUPPLY AND INSTALLATION OF MATERIALS 6

B.1 Common Product Requirements 6 B.2 Execution 9 B.3 Fire Stopping 11 B.4 Common Work Results 16 B.5 Wires and Cables 21 B.6 Conduits, Conduit Fastenings and Conduit Fittings 25 B.7 Access Control 28

C- CONNECTIVITY, FUNCTIONAL TEST AND INSPECTION 45 C.1. Quality Control 45

D- CLEAN UP 46 D.1. Project Cleanliness 46 D.2. Final Cleaning 47

E- DEMONSTRATION AND TRAINING 47 E.1 ADMINISTRATIVE REQUIREMENTS 47 E.2 ACTION AND INFORMATIONAL SUBMITTALS 48 E.3 QUALITY ASSURANCE 48

F- CLOSE OUT 48 F.1 ACTION AND INFORMATIONAL SUBMITTALS 48 F.2 Closeout Procedures 53 F.3 Reports 54

5. Contractor Responsibilities 54

Page 3: Statement of Work Annex A Replacement and addition of

Statement of Work

1. Title

Replacement and addition of turnstiles at Tunney’s Pasture Main, R.H. Coats and Jean Talon Buildings.

2. Background

Jean Talon Building The Jean Talon Building is at the North end of a three-building complex which also includes Main Statistics and the R.H. Coats buildings. It is located at 170 Tunney's Pasture Driveway and it forms part of the Tunney's Pasture campus. It is a 13-story federal government office building in Ottawa. It was built in 1979 to house the census staff at the time. Currently it is the Statistics Canada headquarters. The Jean Talon building has the largest floor area on the campus. Jean Talon has a gross floor area of 68,012

m2 and an office area of 51,009 m2. The building has 2 main entrances. The primary one is from the Tunney's Pasture Driveway (west side). Access to the lobby is through 2 revolving doors and 2 regular doors. The lobby consists of a waiting area, the guard's desk, access to the cafeteria and 4 turnstiles. To enter the building's elevators, an access through these turnstiles is needed. The 4 turnstiles consist of 3 regular passages and 1 reduced mobility. The regular passages turnstiles have a clearance between the operators of 590 mm and the operator's width is 330 mm on each side. The reduced mobility passage has a clearance between the operators of 930 mm and the operators' width is 480 mm on each side. These turnstiles are used to enter and exit the facility by scanning a building issued card on the card reader to the right of the passage. Each turnstile has 2 sliding clear glass gates that open on each side once access is granted. The sliding glass' height is approximately 1,700 mm. These are the only set of turnstiles to access the elevators of the building. On the south side, the Jean Talon building is connected to the Main Statistics building. The pathway is secured with turnstiles. These turnstiles can be used to access either buildings. There is a total of 3 turnstiles; 2 regular and 1 reduced mobility passages. The regular passages turnstiles have a clearance between the operators of 590 mm and the operator's width is 330 mm on each side. The reduced mobility passage has a clearance between the operators of 930 mm and the operators' width is 480 mm on each side. Access is provided by scanning the building issued card on the card reader to the right of the passage. Each turnstile has 2 sliding clear glass that open on each side once access is granted. The sliding glass' height is approximately 1,700 mm. On the east side of the ground floor, beside the Parkdale Avenue entrance, is the access to the building's sections B & C. For security reasons, access to this area is through 2 turnstiles. 1 regular and 1 reduced mobility passage. The regular passages turnstile has a clearance between the operators of 590 mm and the operator's width is 330 mm on each side. The reduced mobility passage has a clearance between the operators of 930 mm and the operators' width is 480 mm on each side. Access is by scanning the building issued card on the card reader to the right of the passage. Each turnstile has 2 sliding clear glass that open on each side once access is granted. The sliding glass' height is approximately 1,700 mm.

All the turnstiles have the same opening and closing time period. Once the card is scanned, it takes

approximately 0.5 second to open. And once the individual crosses, it takes approximately 0.5 second

to close. If a card is scanned and no individual goes through, the doors stay open for 25 seconds

before closing. If a card is scanned on one side and an individual cross from the opposite side, the

unit sounds an alarm. If an unauthorized user follows an authorized user, the alarm sound goes off. If

the infrared is obstructed for over 10 seconds, sound of an alarm goes off. These turnstiles are noisy

Page 4: Statement of Work Annex A Replacement and addition of

and since they are all the same model, they have the same level of noise. The noise pollution is at its

highest level during rush hours. The Jean Talon building currently has a total of 9 turnstiles in its lobby. These turnstiles are connected to electrical panel BP-FXB located in the basement. There are nine 15AMP circuits dedicated to these units. This 120/208 Volt panel is connected to the emergency power and it currently has 4 empty slots. Main Building The Main Statistics Building is the center block of a three-building complex including the R.H.Coats and the Jean Talon buildings. It is located at 150 Tunney Pasture Driveway and it forms part of the Tunney's Pasture campus. It is a 4-story federal government office building that was built in 1952, at the time it was

only 1 of 2 buildings on this campus. The building's gross floor area is 44,337 m2 and has an office area

of 36,800 m2.The main tenant is Statistics Canada, other tenants include Health Canada, Public Services and Procurement Canada (PSPC)

The building has 2 main entrances, the primary one is from the Tunney's Pasture Driveway (west side). Access to the lobby is through 3 double-doors. The lobby consists of a waiting area, the guard's desk and 3 turnstiles. To enter the building's secured area, access through the turnstiles is needed. The 3 turnstiles consist of 2 regular passages and 1 reduced mobility. The regular passages turnstiles have a clearance between the operators of 590 mm and the operator's width is 330 mm on each side. The reduced mobility passage has a clearance between the operators of 930 mm and the operators' width is 480 mm on each side. These turnstiles are used to enter and exit the facility by scanning a building issued card on the card reader to the right of the passage. Each turnstile has 2 sliding clear glass gates that open on each side once access is granted. The sliding glass' height is approximately 1,700 mm. Across from the Tunney's Pasture Driveway entrance is the Parkdale Avenue entrance (east side). This alternate entrance is designed only for individuals having building access. 3 double doors provide access through this entrance. The lobby is equipped with 2 sets of stairs leading to the lower level and 2 turnstiles leading into the building's secure area. The 2 turnstiles consist of 1 regular passage and 1 reduced mobility passage. The regular passages turnstiles have a clearance between the operators of 590 mm and the operator's width is 330 mm on each side. The reduced mobility passage has a clearance between the operators of 930 mm and an operators' width of 480 mm on each side. These units are installed between the stairs. In order to use the stairs leading to the upper level, access through the turnstiles is needed. For security reasons, 1,750 mm clear glass walls are installed to deter any intruder that from jumping the railing into the staircase area. These turnstiles can be used to either enter or exit the premises by scanning the building issued card on the card reader to the right of the passage. Each turnstile has 2 sliding clear glass that open on each side once access is granted. The sliding glass' height is approximately 1,700 mm. All the turnstiles have the same opening and closing time period. Once the card is scanned, it takes approximately 0.5 second to open. And once the individual crosses, it takes approximately 0.5 second to close. If a card is scanned and no individual goes through, the doors stay open for 25 seconds before closing. If a card is scanned on one side and an individual cross from the opposite side, the unit sounds an alarm. If an unauthorized user follows an authorized user, the alarm sound goes off. If the infrared is obstructed for over 10 seconds, sound of an alarm goes off. These turnstiles are noisy and since they are all the same model, they have the same level of noise. The noise pollution is at its highest level during rush hours. The Main Statistics building currently has a total of 5 turnstiles in its entrances. These turnstiles are connected to electrical panel RBJ which is located in the basement. There are five 15AMP circuits dedicated to these units. This 120/208 Volt panel is connected to the emergency power and it currently has 4 empty slots.

Page 5: Statement of Work Annex A Replacement and addition of

RH Coats Building Built in 1976, the R.H. Coats Building is at the south end of a three-building complex which also includes the Main Statistics and the Jean Talon buildings. It is located at 100 Tunney Pasture Driveway and it forms part of the Tunney's Pasture campus. It is a 26-story federal government office building that house Statistics Canada. It is 99 meters in height making it the tallest tower on campus. The building's gross floor area is 47,821 m 2 and has an office area of 31,084 m2. The building has 2 main entrances. The primary one is from the Tunney's Pasture Driveway (west side). Access to the lobby is through 2 revolving doors and 1 regular door. The lobby consists of a waiting area, the guard's desk and 4 turnstiles. To enter the building's secured area, where the elevators are located, access through the turnstiles is needed. The 4 turnstiles consist of 3 regular passages and 1 reduced mobility. The regular passages turnstiles have a clearance between the operators of 590 mm and the operator's width is 330 mm on each side. The reduced mobility passage has a clearance between the operators of 930 mm and the operators' width is 480 mm on each side. These turnstiles are used to enter and exit the facility by scanning a building issued card on the card reader to the right of the passage. Each turnstile has 2 sliding clear glass that open on each side once access is granted. The sliding glass' height is approximately 1,700 mm. Across from the Tunney's Pasture Driveway entrance is the Parkdale Avenue entrance (east side). This alternate entrance is designed only for individuals having building access. Access is provided through 1 double and 2 regular doors. The lobby is equipped with 2 turnstiles leading into the building's secured area. The 2 turnstiles consist of 1 regular passage and 1 reduced mobility passage. The regular passage turnstile has a clearance between the operators of 590 mm and the operator's width is 330 mm on each side. The reduced mobility passage has a clearance between the operators of 930 mm and the operators' width is 480 mm on each side. These turnstiles can be used to either enter or exit the premises by scanning the building issued card on the card reader to the right of the passage. Each turnstile has 2 sliding clear glass that open on each side once access is granted. The sliding glass' height is approximately 1,700 mm. All the turnstiles have the same opening and closing time period. Once the card is scanned, it takes approximately 0.5 second to open. And once the individual crosses, it takes approximately 0.5 second to close. If a card is scanned and no individual goes through, the doors stay open for 25 seconds before closing. If a card is scanned on one side and an individual cross from the opposite side, the unit sounds an alarm. If an unauthorized user follows an authorized user, the alarm sound goes off. If the infrared is obstructed for over 10 seconds, sound of an alarm goes off. These turnstiles are noisy and since they are all the same model, they have the same level of noise. The noise pollution is at its highest level during rush hours. The R.H. Coats building currently has a total of 6 turnstiles in its entrances. These turnstiles are connected to electrical panel H which is located in the basement. There are six 15AMP circuits dedicated to these units. This 120/208 Volt panel is not connected to the emergency power and it currently has 7 empty slots.

3. Objectives

To replace the existing turnstiles with new, modern and narrower turnstiles permitting increased access and traffic. The requirement also includes the installation of new turnstiles in newly-identified access points.

4. Project requirements

A- REMOVAL OF EXISTING TURNSTILES

The Contractor is responsible for any and all architectural work related to the removal of the turnstiles.

Page 6: Statement of Work Annex A Replacement and addition of

Lighting fixtures, outlets or any other existing equipment that will remain in place and whose power is

affected by the present work must be re-energized.

When an equipment is removed and not reused, the Contractor must remove the wiring and conduit

associated with the equipment. The Contractor must repair all floor, wall, ceiling, door, etc. associated

with the removal as required.

The Contractor must inform StatCan 48 hours in advance before any outage or loss of service.

The Contractor must provide StatCan, or dispose according to StatCan instructions, all unused devices or

removed from existing systems where applicable. The delivery of such components must be made to

StatCan Project Authority. Delivery / receipt must be made using a delivery / receipt signed by the Project

Authority. The equipment that need to be disposed has to be removed offsite.

Existing equipment must be removed in a manner that maintains the operability of the devices, and

permits re-installation at a different site.

The Contractor must not put waste in landfill when it can be possible to forward them in recycling facilities.

Plastic waste, packaging paper and corrugated cardboard must be collected and sorted. The Contractor

is responsible for the delivery of waste to offsite landfill and recycling facilities.

B- SUPPLY AND INSTALLATION OF MATERIALS

The Contractor must:

supply, install, configure and start-up the turnstiles, including all related equipment and accessories;

supply, install and modify the required glass partitions, including all the related equipment and accessories;

supply, install, configure and start-up the new access controllers, card readers including all the related equipment and accessories;

supply and install all the cables required to interconnect the security equipment;

supply, install and modify the 120Vac circuits, 120 Vac cables and conduits, including all the related equipment and accessories;

supply the material, scaffolding, tools and workforce needed to perform all the work described in the contract and as shown in the plans;

perform the work in a manner to accurately satisfy the purpose for which the equipment is intended;

perform the associated works, whether not specifically described in the Contract or included by reference, required to complete the described works; and

design, install, configure, customize as required and start-up all the equipment (software and hardware).

Cutting and coring of the existing building elements is expressly forbidden without prior review and approval of StatCan and the Building Operator.

B.1 Common Product Requirements

B.1.1 References

Within text of each specifications section, reference may be made to reference standards. The Contractor

must conform to these reference standards, in whole or in part as specifically requested in specifications.

If there is question as to whether products or systems are in conformance with applicable standards, the

Page 7: Statement of Work Annex A Replacement and addition of

StatCan-appointed Engineer reserves right to have such products or systems tested to prove or disprove

conformance.

B.1.2 Quality

Products, materials, equipment and articles incorporated in work must be new, not damaged or defective,

and of best quality for purpose intended. If requested, the Contractor will furnish evidence as to type,

source and quality of products provided.

Defective products, whenever identified prior to completion of work, will be rejected, regardless of

previous inspections. Inspection does not relieve responsibility, but is precaution against oversight or

error. The Contractor must remove and replace defective products at own expense and be responsible for

delays and expenses caused by rejection.

Should disputes arise as to quality or fitness of products, decision rests strictly with StatCan and the

Engineer based upon requirements of Contract Documents.

Unless otherwise indicated in specifications, the Contractor must maintain uniformity of manufacture for

any particular or like item throughout building.

Permanent labels, trademarks and nameplates on products are not acceptable in prominent locations,

except where required for operating instructions, or when located in mechanical or electrical rooms.

B.1.3 Availability

Immediately upon signing Contract, the Contractor must review product delivery requirements and

anticipate foreseeable supply delays for items. If delays in supply of products are foreseeable, the

Contractor is to notify the Engineer of such, in order that substitutions or other remedial action may be

authorized in ample time to prevent delay in performance of work.

In event of failure to notify the Engineer at commencement of work and should it subsequently appear

that work may be delayed for such reason, StatCan reserves right to substitute more readily available

products of similar character, at no increase in Contract Price or Contract Time.

B.1.4 Warranty

The warranty is applicable to all material and must include the cost of labour, equipment and materials to

replace and repair defective parts.

During the warranty period, should one or more device in the various systems break down, it must be

possible to reach service personnel at all times, 24 hours a day, 7 days a week. The service personnel

must arrive on site and locate the outage within four (4) hours of receiving the service call, then

immediately repair the outage so as to disturb the StatCan operations and the level of facility security as

little as possible.

The Contractor must keep in inventory the normal quantity of spare parts necessary to meet the

requested requirements.

When a manufacturer offers a warranty that exceeds the one stipulated in the general conditions on a

piece of equipment, the Contractor must transfer that warranty to the system user.

The warranty must not be for less than one (1) year from the acceptance of the work and acceptance of

the as-built drawings.

Page 8: Statement of Work Annex A Replacement and addition of

B.1.5 Storage, Handling and Protection

The Contractor must handle and store products in manner to prevent damage, adulteration, deterioration

and soiling and in accordance with manufacturer's instructions when applicable. The Contractor must

remove and replace damaged products at own expense and to satisfaction of StatCan. Damaged factory

finished surfaces must be touched-up to StatCan satisfaction. The Contractor must use touch-up

materials to match original and must not paint over name plates. Paints must be mixed and stored in

heated and ventilated rooms.

All repair work involving paint, drywall etc., must be pre-approved by the building operator.

Products liable to be damaged by weather must be stored in a weatherproof area.

The Contractor must remove oily rags and other combustible debris from site daily. Every precaution

necessary must be taken to prevent spontaneous combustion.

The Contractor will not store material, component or tools near equipment that could cause a risk of fire

or injury. The equipment will be stored in the location indicated by StatCan.

The Contractor must manage deliveries in order to reduce the required storing space. The storing space

provided by StatCan will be limited and StatCan will have to be notified in advance.

B.1.6 Manufacturer’s Instructions

Unless otherwise indicated in specifications, the Contractor must install or erect products in accordance

with manufacturer's instructions. The Contractor must not rely on labels or enclosures provided with

products. Written instructions must be obtained directly from manufacturers.

The Contractor must notify the Engineer in writing, of conflicts between specifications and manufacturer's

instructions, so that the Engineer will establish course of action.

Improper installation of products, due to failure in complying with these requirements, authorizes the

Engineer to require removal and re-installation at no increase in Contract Price or Contract Time.

B.1.7 Quality of Work

The Contractor must ensure the quality of work is of highest standard, executed by workers experienced

and skilled in respective duties for which they are employed. The Engineer and StatCan must be

immediately notified if required work is such as to make it impractical to produce required results.

The Contractor must not employ anyone unskilled in their required duties. The Engineer and StatCan

reserves right to require dismissal from site, workers deemed incompetent or careless.

Decisions, as to standard or fitness of quality of work in cases of dispute, rest solely with the Engineer

and StatCan, whose decision is final.

B.1.8 Coordination

The Contractor must ensure co-operation of workers in laying out work. Maintain efficient and continuous

supervision. The Contractor will be responsible for coordination and placement of openings, sleeves and

accessories.

B.1.9 Concealment

Page 9: Statement of Work Annex A Replacement and addition of

In finished areas, the Contractor must conceal pipes, ducts and wiring in floors, walls and ceilings, except

where indicated otherwise. Before installation, the Contractor must inform StatCan and the Engineer if

there is interference. Install as directed by the Engineer.

B.1.10 Remedial Work

The Contractor must perform remedial work required to repair or replace parts or portions of work

identified as defective or unacceptable and coordinate adjacent affected work as required.

Remedial work must be performed by specialists familiar with materials affected and performed in a

manner to neither damage nor put at risk any portion of work.

B.1.11 Location of Equipment

The Contractor must consider location of the security equipment, outlets, electrical and network items

indicated as approximate. The Engineer must be informed of conflicting installation. The Contractor must

install as directed by the Engineer.

B.1.12 Fastenings - General

The Contractor must provide metal fastenings and accessories in same texture, colour and finish as

adjacent materials, unless indicated otherwise, as to prevent electrolytic action between dissimilar metals

and materials.

The Contractor must use non-corrosive hot dip galvanized steel fasteners and anchors for securing

exterior work, unless stainless steel or other material is specifically requested in affected specification

Section.

Anchors must be spaced within individual load limit or shear capacity and ensure they provide positive

permanent anchorage. Wood, or any other organic material plugs are not acceptable.

Exposed fastenings are to be kept to a minimum, spaced evenly and installed neatly.

Fastenings which cause spalling or cracking of material to which anchorage is made are not acceptable.

B.1.13 Fastenings – Equipment

The Contractor must use fastenings of standard commercial sizes and patterns with material and finish

suitable for service. Also, the Contractor must use heavy hexagon heads, semi-finished unless otherwise

specified. Use No. 304 stainless steel for exterior areas. Bolts may not project more than one diameter

beyond nuts.

Plain type washers must be used on equipment, sheet metal and soft gasket lock type washers where

vibrations occur. The Contractor must use resilient washers with stainless steel.

B.1.14 Protection of Work in Progress

The Contractor must prevent overloading of parts of building. The Contractor must not cut, drill or sleeve

load bearing structural member, unless specifically indicated without written approval of the Engineer.

B.2 Execution

B.2.1 Request for Cutting or Alteration

Page 10: Statement of Work Annex A Replacement and addition of

The Contractor must submit written request in advance of cutting or alteration which affects:

a. Structural integrity of elements of project.

b. Integrity of weather-exposed or moisture-resistant elements.

c. Efficiency, maintenance, or safety of operational elements.

d. Visual qualities of sight-exposed elements.

e. Work of StatCan or separate contractor.

The Contractor must include in request:

a. Identification of project.

b. Location and description of affected Work.

c. Statement on necessity for cutting or alteration.

d. Description of proposed Work, and products to be used.

e. Alternatives to cutting and patching.

f. Effect on Work of Owner or separate contractor.

g. Written permission of affected separate contractor.

h. Date and time work will be executed.

B.2.2 Materials

The Contractor must supply the material required for original installation. For changes in materials, the

Contractor must submit request for substitution in accordance with Section Submittal Procedures.

B.2.3 Preparation

The Contractor must inspect existing conditions, including elements subject to damage or movement

during cutting and patching. After uncovering, conditions affecting performance of work must be

inspected. Beginning of cutting or patching means acceptance of existing conditions.

The Contractor must provide supports to assure structural integrity of surroundings, as well as provide

devices and methods to protect other portions of project from damage. Protection from elements, for

areas which are to be exposed by uncovering work, must be provided. Excavations must be maintained

free of water.

B.2.4 Execution

If there is work that involves a lot of dust, a bypass for the fire safety must be requested and approved by

the building operator.

The Contractor must execute cutting, fitting, and patching including excavation and fill, to complete Work.

Whenever possible the Contractor must fit several parts together, to integrate with other work.

The Contractor must:

uncover Work to install ill-timed Work;

remove and replace defective and non-conforming Work;

provide openings in non-structural elements of Work for penetrations of mechanical and electrical Work;

execute Work by methods to avoid damage to other Work, and which will provide proper surfaces to receive patching and finishing;

employ original installer to perform cutting and patching for weather-exposed and moisture-resistant elements, and sight-exposed surfaces;

Page 11: Statement of Work Annex A Replacement and addition of

cut rigid materials using masonry saw or core drill (pneumatic or impact tools not allowed on masonry work without prior approval);

restore work with new products in accordance with requirements of Contract Documents;

fit Work airtight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces;

completely seal voids with fire stopping material at penetration of fire rated wall, ceiling, or floor construction;

refinish surfaces to match adjacent finishes: Refinish continuous surfaces to nearest intersection. Refinish assemblies by refinishing entire unit; and

conceal pipes, ducts and wiring in floor, wall and ceiling construction of finished areas except where indicated otherwise.

B.3 Fire Stopping

B.3.1.1 References

a. Health Canada/Workplace Hazardous Materials Information System (WHMIS)

Material Safety Data Sheets (MSDS).

b. Underwriter's Laboratories of Canada (ULC)

ULC-S115-1995, Fire Tests of Fire stop Systems.

c. National Building Code of Canada 2010.

B.3.1.2 Definitions

Fire Stop Material: device intended to close off opening or penetration during fire or materials that fill

openings in wall or floor assembly where penetration is by cables, cable trays, conduits, ducts and pipes

and poke-through termination devices, including electrical outlet boxes along with their means of support

through wall or floor openings.

Single Component Fire Stop System: fire stop material that has Listed Systems Design and is used

individually without use of high temperature insulation or other materials to create fire stop system.

Multiple Component Fire Stop System: exact group of fire stop materials that are identified within Listed

Systems Design to create on site fire stop system.

Tightly Fitted; (ref: NBC Part 3.1.9.1.1 and 9.10.9.6.1): penetrating items that are cast in place in buildings

of non-combustible construction or have "0" annular space in buildings of combustible construction.

Words "tightly fitted" should ensure that integrity of fire separation is such that it prevents passage of smoke and hot gases to unexposed side of fire separation.

B.3.1.3 Action and Information Submittals

The Contractor must provide submittals in accordance with Section titled “Submittal Procedures”. Product Data:

Page 12: Statement of Work Annex A Replacement and addition of

a. The Contractor must submit manufacturer's printed product literature, specifications and

datasheet and include product characteristics, performance criteria, physical size, finish and

limitations.

b. The Contractor must submit fire resistance rating test listings for fire-stopping and smoke seal

systems.

c. The Contractor must include the manufacturer’s engineering judgement identification number and

shop drawing details when no ULC or cUL or Warnock Hersey system is available for an

application. Engineered judgement must include both project name and Subcontractor’s name

who will install firestop system as described in shop drawing.

d. Two copies of WHMIS MSDS Material Safety Data Sheets must be included in the submittal.

Shop Drawings:

a. The Contractor must submit shop drawings to show location, proposed material, reinforcement,

anchorage, fastenings and method of installation.

b. Construction details must accurately reflect actual job conditions.

Quality assurance submittals:

a. The Contractor must submit following in accordance with Section titled “Quality Control”.

b. Test reports: in accordance with CAN-ULC-S101 for fire endurance and CAN-ULC-S102 for

surface burning characteristics.

c. The Contractor must submit certified test reports from approved independent testing laboratories,

indicating compliance of applied fire stopping with specifications for specified performance

characteristics and physical properties.

d. Certificates: The Contractor must submit certificates signed by manufacturer certifying that

materials comply with specified performance characteristics and physical properties.

e. Manufacturer's Instructions: The Contractor must submit manufacturer's installation instructions

and special handling criteria, installation sequence and cleaning procedures.

B.3.1.4 Quality Assurance

B.3.1.4.1 Qualifications

The Contractor is responsible for ensuring that the installer is competent in fire stopping installations

trained and recognized by fire stopping manufacturer.

B.3.1.4.2 Pre-Installation

The Contractor must:

Verify project requirements.

Review installation and substrate conditions.

Co-ordination with other building sub-trades.

Review manufacturer's installation instructions and warranty requirements.

B.3.1.4.3 Single source responsibility for fire-stopping and smoke seal materials

The Contractor must:

Obtain fire-stopping and smoke seal materials from single manufacturer for each different product required.

Page 13: Statement of Work Annex A Replacement and addition of

Follow manufacturer’s instructions and procedures for the application of each material.

B.3.1.4.4 Regulatory Requirements

The firestop system installation must meet requirements of ULC S115-05 and ASTM E1966-07 tested assemblies that achieve a fire rating equal to that of construction being penetrated.

The proposed fire-stopping and smoke seal materials and methods must conform to applicable governing codes having local jurisdiction.

B.3.1.5 System Description

The Contractor must:

a. Provide firestop and smoke seal systems consisting of a material, or combination of materials

installed to retain the integrity of fire-rated construction by effectively impeding the spread of

flame, smoke, and/or hot gases through penetrations, blank openings or gaps, membrane

penetrations, construction joints, or at perimeter fire containment in or adjacent to fire-rated

barriers.

b. Provide also smoke sealants applied over fire-stopping materials or combination smoke

seal/firestop seal material to form air tight barriers to retard the passage of gas and smoke.

c. Provide fire-resistance rating equivalent to the rating of the adjacent floor, wall or other fire

separation assembly.

d. Provide fire-stopping and smoke sealant system assemblies as practical and as required to

coordinate with the schedule and sequencing of the Work.

e. Confirm locations of exposed/non-exposed fire-stopping/smoke seal surfaces with Engineer prior

to application.

B.3.1.6 Delivery, Storage and Handling

B.3.1.6.1 Packing, Shipping, Handling and Unloading

The Contractor must:

Deliver, store and handle materials in accordance with B1 - Common Product Requirements.

Deliver, store and handle materials in accordance with manufacturer's written instructions.

Deliver materials to the site in undamaged condition and in original unopened containers, marked to indicate brand name, manufacturer, ULC markings.

B.3.1.6.2 Storage and Protection

The Contractor must:

Store materials indoors in dry location and in accordance with manufacturer's recommendations

in clean, dry, well-ventilated area.

Replace defective or damaged materials with new.

B.3.1.6.3 Waste Management and Disposal

The Contractor must:

Separate waste materials for reuse and recycling.

Page 14: Statement of Work Annex A Replacement and addition of

Dispose of waste materials, as required, in order to prevent waste materials from accumulating on the work site.

B.3.1.7 Project Conditions

The Contractor must not proceed with the installation of joint sealants under the following conditions or limitations:

When ambient and substrate temperature conditions are outside limits permitted by joint sealant manufacturer or are below 4.4 degrees Celsius.

When joint substrates are wet.

B.3.1.8 Environmental Requirements

The Contractor must:

Comply with requirements of Workplace Hazardous Materials Information System (WHMIS) regarding use, handling, storage, and disposal of hazardous materials; and regarding labelling and provision of Material Safety Data Sheets (MSDS) acceptable to Labour Canada.

Conform to manufacturer's recommended temperatures, relative humidity, and substrate moisture content for application and curing of firestop sealants including special conditions governing use.

B.3.2 Products

B.3.2.1 Acceptable Manufacturers / Installation Specialists

a. General: Manufacturers of fire-stopping and smoke seal system Products and installation

specialists for the work of this section are limited to applicable assemblies as requited for the

Work and having ULC or cUL or Warnock Hersey labelled packaging.

b. Acceptable manufacturers for work of this section:

3M Canada Inc.

A/D Fire Protection Systems Inc.

Hilti Canada Corp.

Nuco – Self-Seal Fire-stopping Products

Tremco Canada Ltd.

B.3.2.2 Materials

a. Fire stopping and smoke seal systems: in accordance with CAN-ULC-S115.

Asbestos-free materials and systems capable of maintaining effective barrier against flame, smoke and gases in compliance with requirements of CAN-ULCS115 and not to exceed opening sizes for which they are intended and conforming to specified special requirements described in PART 3.

Fire stop system rating: 2 Hour, unless noted otherwise.

b. Service penetration assemblies: systems tested to CAN-ULC-S115.

c. Service penetration fire stop components: certified by test laboratory to CAN-ULC-S115.

d. Fire-resistance rating of installed fire stopping assembly in accordance with NBC.

Page 15: Statement of Work Annex A Replacement and addition of

e. Fire stopping and smoke seals at openings intended for ease of re-entry such as cables:

elastomeric seal.

f. Fire stopping and smoke seals at openings around fire-resistance rated assemblies for

combustible pipes: firestop collar purpose designed to suit application.

g. For combustible pipe penetrations through a fire separation required to have a fire resistance

rating, provide firestop system with a “F” Rating equal to fire resistance rating of the construction

being penetrated.

h. Firestop collar or wrap devices attached to assembly around combustible plastic pipe (closed and

open piping systems).

i. Primers: to manufacturer's recommendation for specific material, substrate, and end use.

j. Water (if applicable): potable, clean and free from injurious amounts of deleterious substances.

k. Damming and backup materials, supports and anchoring devices: to manufacturer's

recommendations, and in accordance with tested assembly being installed as acceptable to

authorities having jurisdiction.

l. Sealants for vertical joints: non-sagging.

B.3.3 Execution

B.3.3.1 Manufacturer’s Instructions

The Contractor must comply with the manufacturer’s written recommendations or specifications, including product technical bulletins, handling, storage and installation instructions, and datasheets.

B.3.3.2 Preparation

The Contractor must:

Examine sizes and conditions of voids to be filled to establish correct thicknesses and installation of materials.

Ensure that substrates and surfaces are clean, dry and frost free.

Prepare surfaces in contact with fire stopping materials and smoke seals to manufacturer's instructions.

Maintain insulation around pipes and ducts penetrating fire separation without interruption to vapour barrier.

Mask where necessary to avoid spillage and over coating onto adjoining surfaces; remove stains on adjacent surfaces.

B.3.3.3 Installation

The Contractor must:

Install fire stopping and smoke seal material and components in accordance with manufacturer's certified tested system listing.

Coordinate with other sections to assure that pipes, conduit, cable and other items that penetrate fire rated construction, have been permanently installed prior to installation of firestop assemblies.

Schedule the Work to assure that penetrations and other construction that conceals penetrations are not erected prior to the installation of firestop and smoke seals.

Seal holes or voids made by through penetrations, poke-through termination devices, and unpenetrated openings or joints to ensure continuity and integrity of fire separation are maintained.

Provide temporary forming as required and remove forming only after materials have gained sufficient strength and after initial curing.

Page 16: Statement of Work Annex A Replacement and addition of

Tool or trowel exposed surfaces to neat finish.

Remove excess compound promptly as work progresses and upon completion.

B.3.3.4 Sequence of Operations

The Contractor may only proceed with installation when submittals have been reviewed by StatCan. Floor fire stopping materials must be installed before the installation of new security turnstiles and metal ramps.

B.3.3.5 Field Quality Control

Inspections: The Contractor must notify StatCan when ready for inspection and prior to concealing or enclosing fire stopping materials and service penetration assemblies.

Manufacturer’s Field Services: The Contractor must provide the manufacturer’s field services consisting of product use recommendations and periodic site visits for inspection of product installation in accordance with manufacturer’s instructions.

B.3.3.6 Cleaning

The Contractor must proceed in accordance with section D-Clean Up.

On completion and verification of performance of installation, the Contractor must remove surplus materials, excess materials, rubbish, tools and equipment.

The Contractor must remove temporary dams after initial set of fire stopping and smoke seal materials.

B.3.3.7 Schedule

The Contractor must install or apply fire stop and smoke seal at:

Penetrations through fire-resistance rated masonry, concrete, and gypsum board partitions and walls.

Top of fire-resistance rated masonry and gypsum board partitions.

Intersection of fire-resistance rated masonry and gypsum board partitions.

Penetrations through fire-resistance rated floor slabs, ceilings and roofs.

Around mechanical and electrical assemblies penetrating fire separations.

B.4 Common Work Results

B.4.1 General

B.4.1.1 References

Definitions:

Electrical and electronic terms: unless otherwise specified or indicated, terms used in these

specifications, and on drawings, are those defined by IEEE SP1122.

Reference Standards:

a. CSA Group

Page 17: Statement of Work Annex A Replacement and addition of

CSA C22.1-15, Canadian Electrical Code, Part 1 (22nd Edition), Safety Standard for Electrical Installations including amendments for Ontario to the Canadian Electrical Code Part 1, C22.1 or the most recent revision.

CAN/CSA-C22.3 no. 1-10, Overhead Systems.

CAN3-C235-83(C2015), Preferred Voltage Levels for AC Systems, 0 to 50,000 V.

b. Ontario Building Code (2012).

c. Ontario Electrical Safety Code (26th Edition/ 2015).

d. Institute of Electrical and Electronics (IEEE)/National Electrical Safety Code Product Line (NESC)

IEEE SP1122-2000, the Authoritative Dictionary of IEEE Standards Terms, 7th Edition.

e. Telecommunications Industry Association (TIA)/Electronic Industries Alliance (EIA)

f. ANSI/TIA-568-C.0-(2014), Generic Telecommunications Cabling for Customer Premises.

g. ANSI/TIA-568-C.1-(2014), Commercial Building Telecommunications Cabling Standard, Part 1:

General Requirements.

h. ANSI/TIA-568-C.2-(2014), Commercial Building Telecommunications Cabling Standard, Part 2:

Balanced Twisted-Pair Cabling Components.

i. ANSI/TIA-606-B-(2012), Administration Standard for the Commercial Telecommunications

Infrastructure.

B.4.1.2 Action and Informational Submittals

Submittals must be in accordance with section titled “Submittal Procedures”. The Contractor must submit manufacturer's instructions, printed product literature and data sheets for the specific sections and include product characteristics, performance criteria, physical size, finish and limitations.

Shop Drawings

The Contractor must:

a. Submit drawings stamped and signed by professional engineer registered or licensed in the

province of Ontario, Canada.

b. Submit wiring diagrams and installation details of equipment indicating proposed location, layout

and arrangement, control panels, accessories, piping, ductwork, and other items that must be

shown to ensure co-ordinated installation.

c. Identify on wiring diagrams circuit terminals and indicate internal wiring for each item of

equipment and interconnection between each item of equipment.

d. Indicate of drawings clearances for operation, maintenance, and replacement of operating

equipment devices.

e. Notify the Engineer, if changes are required, of these changes before they are made.

Certificates

The Contractor must:

a. Provide CSA certified equipment and material.

b. Where CSA certified equipment and material is not available, submit such equipment and

material for approval before delivery to site.

c. Submit test results of installed electrical systems and instrumentation.

d. Permits and fees: in accordance with General Conditions of contract.

Page 18: Statement of Work Annex A Replacement and addition of

e. Submit certificate of acceptance from authority having jurisdiction upon completion of Work to the

Owner.

B.4.1.3 Closeout Submittals

Submittals must be in accordance with Section F-Close Out.

The Contractor must submit operation and maintenance data for incorporation into manual. Included in

the manual, the Contractor must:

a. Provide for each system and principal item of equipment as specified in technical sections for use

by operation and maintenance personnel.

b. Provide a list including all serial number and product description.

The operating instructions must include following:

Wiring diagrams, control diagrams, and control sequence for each principal system and item of equipment.

Start up, proper adjustment, operating, lubrication, and shutdown procedures.

Safety precautions.

Procedures to be followed in event of equipment failure.

Other items of instruction as recommended by manufacturer of each system or item of equipment.

The Contractor must print or engrave operating instructions and frame under glass or in approved

laminated plastic and post instructions where directed.

For operating instructions exposed to weather, the Contractor must provide weather-resistant materials or

weatherproof enclosures.

The Contractor must ensure operating instructions will not fade when exposed to sunlight and are

secured to prevent easy removal or peeling.

B.4.2 Products

B.4.2.1 Design Requirements

Operating voltages: to CAN3-C235.

Motors, control and distribution devices and equipment to operate satisfactorily at 60 Hz within normal

operating limits established by above standard.

Equipment to operate in extreme operating conditions established in above standard without damage to equipment.

Language operating requirements: provide identification nameplates and labels for control items in English.

B.4.2.2 Materials and Equipment

The Contractor must provide material and equipment in accordance with Section B1 - Common Product

Requirements.

Page 19: Statement of Work Annex A Replacement and addition of

Material and equipment must be CSA certified. Where CSA certified material and equipment are not

available, the Contractor must obtain special approval from authority having jurisdiction before delivery to

site and submit such approval as described in “ACTION AND INFORMATIONAL SUBMITTALS”.

B.4.2.3 Wiring Terminations

The Contractor must ensure lugs, terminals and screws used for termination of wiring are suitable for either copper or aluminum conductors.

B.4.2.4 Equipment Identification

a. Identify electrical equipment with nameplates as follows:

b. Nameplates: lamicoid 3 mm, matt white finish face, black Core, lettering accurately aligned and

engraved into core mechanically attached with self-tapping screws.

c. Sizes as follows:

NAMEPLATE SIZES

Size 1 10 x 50 mm 1 line 3 mm high letters

Size 2 12 x 70 mm 1 line 5 mm high letters

Size 3 12 x 70 mm 2 lines 3 mm high letters

Size 4 20 x 90 mm 1 line 8 mm high letters

Size 5 20 x 90 mm 2 lines 5 mm high letters

Size 6 5 x 100 mm 1 line 12 mm high letters

Size 7 25 x 100 mm 2 lines 6 mm high letters

d. Wording on nameplates to be approved by the Engineer prior to manufacture.

e. Nameplates for terminal cabinets and junction boxes to indicate system and/or voltage

characteristics.

f. Pull boxes: indicate system and voltage.

B.4.2.5 Wiring Identification

All wires, cables and connectors must be identified at both ends and bear the same printing number at each end using a permanent water, solvent and oil resistant marking technique.

Phase sequence and colour coding must be maintained throughout.

Colour coding must be to CSA C22.1.1.

The Contractor must use colour coded wires in communication cables, matched throughout system.

B.4.2.6 Conduit and Cable Identification

Conduits, boxes and metallic sheathed cables are to be colour coded as directed by StatCan.

B.4.2.7 Finishes

The Contractor must shop finish metal enclosure surfaces.

Page 20: Statement of Work Annex A Replacement and addition of

B.4.3 Execution

B.4.3.1 Examination

Verification of Conditions

The Contractor must:

verify that conditions of substrate previously installed under other Sections or Contracts are acceptable for installation in accordance with manufacturer's written instructions;

visually inspect substrate in presence of the Engineer;

inform the Engineer of unacceptable conditions immediately upon discovery and

proceed with installation only after unacceptable conditions have been remedied and after receipt of written approval to proceed from the Engineer.

B.4.3.2 Installation

Installation must be completed, by the Contractor, in accordance with CSA C22.1 except where specified otherwise.

Overhead and underground systems must be built and installed, by the Contractor, in accordance with CAN/CSA-C22.3 No. 1 except where specified otherwise.

B.4.3.3 Nameplates and Labels

The Contractor must ensure manufacturer’s nameplates, CSA labels and identification nameplates are visible and legible after equipment is installed.

B.4.3.4 Conduit and Cable Installation

The Contractor must install conduit and sleeves prior to pouring of concrete.

Sleeves through concrete: schedule 40 steel pipe, sized for free passage of conduit, and protruding 50 mm.

If plastic sleeves are used in fire rated walls or floors, remove before conduit installation.

Install cables, conduits and fittings embedded or plastered over, close to building structure so furring can be kept to minimum.

B.4.3.5 Location of Outlets

The Contractor must position outlets at indicated locations. The dimensions of the outlet boxes used must be in accordance with CSA 22.1.

The Contractor must not install outlets back-to-back in wall; allow minimum 150 mm horizontal clearance between boxes.

The Contractor must change the location of outlets at no extra cost or credit, providing the distance does not exceed 3000 mm, and information is given before installation.

B.4.3.6 Mounting Heights

Page 21: Statement of Work Annex A Replacement and addition of

Mounting height of equipment is from finished floor to centreline of equipment unless specified or

indicated otherwise.

If mounting height of equipment is not specified or indicated, the Contractor must verify with StatCan and

the Engineer before proceeding with installation.

B.4.3.7 Co-ordination of Protective Devices

The Contractor must ensure circuit protective devices, such as overcurrent trips, relays and fuses, are

installed to required values and settings.

B.4.3.8 Field Quality Control - Load Balance

The Contractor must:

measure phase current of the electrical panel with normal loads operating at time of acceptance;

adjust branch circuit connections as required to obtain best balance of current between phases; and

record changes.

B.5 Wires and Cables

B.5.1 General

B.5.1.1 References

Requirements:

All wires, cables and connectors must be identified at both ends and bear the same printing number at

each end using a permanent water, solvent and oil resistant marking technique. Brady type BMP21 or

equivalent.

Conductors gauge for the wiring of the devices shall be determined according to the maximum voltage

drop and the length of the load paths at 80% of its full capacity.

No cable shall be less than class FT4 or FT6 depending on the location.

B.5.1.2 Product Data

The Contractor must provide product data in accordance with the Section B.7.1.2 Action and Information

Submittals

B.5.2 Products

No cable should be less than the manufacturer's recommendations.

No cable should be less than the requirements of Ontario Electrical Safety Code (26th Edition/ 2015)

B.5.2.1 Building Wires

The 120Vac distribution from the electrical panel, junction boxes, outlets and the equipment are included

in the Contract.

Page 22: Statement of Work Annex A Replacement and addition of

B.5.2.2 Network Cables

Network Cable:

1. The GIGABIT ETHERNET standard shall be applied.

2. Series TIA/EIA-568 Category 6 requirements shall be met (568A or 568B, to be determined).

3. With RJ-45 connectors at both ends with protective device

4. 4 twisted pairs, minimum 23 AWG;

5. Factory made for any length less of than 6 meters.

6. Cable meeting CSA FT4 or FT6 depending on the location.

7. Resistant to wet conditions when installed outdoors in buried conduits.

8. The cable sheath color will be indicated after award of the contract.

Network connector

1. Follow StatCan standard.

2. Model suited to the selected cable network.

3. Meet requirement 1000BASE-T.

B.5.2.3 Other Cables

1. The cables have to be resistant to wet conditions when installed outdoors in buried conduits

2. Supervision wiring.

Scope of application: supervised components and similar equipment.

2 twisted pairs of minimum AWG 22 stranded copper (increase gauge based on voltage drop and power consumption). Increase the number of pairs depending on the equipment.

Cable meeting CSA FT4;

Resistant to wet conditions when installed outdoors in buried conduits.

3. Communication wiring.

Application: RS-485 components and similar equipment;

4 twisted and shielded pairs of minimum AWG 24 stranded copper (increase gauge according to the voltage drop and consumption);

Resistant to wet conditions when installed outdoors in buried conduits.

Cable meeting CSA FT4.

CAT 5E cable or equivalent.

4. Power supply wiring (24 volts and under).

Application: low voltage equipment.

Twisted pairs of minimum AWG 16 stranded copper (increase gauge according to the voltage drop and consumption).

Cable meeting CSA FT4.

Resistant to wet conditions when installed outdoors in buried conduits.

5. AC power wiring (120 volts).

Application: power supplies, transformers and similar equipment.

1 pair of minimum AWG 12 with isolated green conductor for grounding (increase the gauge according to the voltage drop and consumption);

Page 23: Statement of Work Annex A Replacement and addition of

Cable meeting CSA FT4.

Resistant to wet conditions when installed outdoors in buried conduits.

6. Wire to wire joint connector.

Compression-type.

With gel against corrosion and humidity.

7. Wire to screw joint connector.

Spade or ring-type.

Dimension fitting the screws and the caliber of the conductors.

8. Security equipment rooms.

Provide sleeves for joining the boxes together (no exposed wiring between equipment housings).

Provide VELCRO fasteners to bundle cables together inside the equipment housings.

Submit floor space requirement dimension drawings before starting work.

B.5.3 Execution

B.5.3.1 Field Quality Control

The Contractor must:

Perform tests in accordance with Section titled “Common Work Results for Electrical”.

Perform tests using method appropriate to site conditions and to approval of the Engineer and local authority having jurisdiction over installation.

Perform tests before energizing electrical system.

B.5.3.2 General Cable Installation

The Contractor must:

Use color coded cables in accordance with Section 26 05 00 - Electricity –Common Work Results.

Lace or clip groups of feeder cables at distribution centres, pull boxes, and termination points.

Wiring in walls: typically drop or loop vertically from above to better facilitate future renovations.

Generally wiring from below and horizontal wiring in walls to be avoided unless indicated.

Branch circuit wiring for surge suppression receptacles and permanently wired computer and electronic

equipment to be 2-wire circuits only, i.e. common neutrals not permitted.

B.5.3.3 Installation of Building Wires

The Contractor must install wiring in conduit systems in accordance with Section B.6 – Conduit

Fastenings and Conduit Fittings.

B.5.3.4 Wiring (All Types)

Page 24: Statement of Work Annex A Replacement and addition of

The Contractor must:

Crimp cables using the tool designed for this work (not with a knife).

Wiring shall travel through corridors and follow the building axes (no diagonal shortcuts).

Wiring shall be installed in conduit attached to the structure.

Wiring shall be grouped.

Protect cables that pass through electrical boxes or panels.

Pull cables so as to neither damage them nor reduce their performance. Cables shall be placed at a distance from any source that could affect the signal result.

Splicing of cables is prohibited.

Prevent antenna effects when the cable isn’t connected at one end.

Ground them according to the manufacturer’s requirements.

B.5.3.5 Cable Pulling

The Contractor must ensure that the traction exerted on a cable does not exceed the standards specified

by the cable manufacturer.

When installing and handling cables, the Contractor must take all necessary measures to comply with the

requirements for Category 6 cables. Particular attention shall be paid to the bending radius of the cables,

the length over which the pairs are twisted and the tension exerted on the cables when pulling and fixing

Before pulling the cable through the conduits, the Contractor must remove, if necessary, any deposit that

may have accumulated therein. All free conduits to be used must be cleaned. The Contractor must also

ensure that the conduits have been installed according to the rules of the electrical code in force and that

there will be no difficulty during the pulling of the cables.

The Contractor must complete the list of cables with complete cable routing and carry out the pulling of

the cables in the following sequence in order to minimize the losses:

Record the lengths of all cable trajectories for all cable types before starting the work.

Pull cables starting with those with the longest trajectories.

Note on each reel the length of the cables still available.

Optimize the use of all reels using the trajectory lengths recorded at the beginning.

Take precautions to avoid damage to the cable sheath when pulling cables.

The cable must be pulled in such a way as to avoid sharp edges and breaks due to the stresses exerted on them.

The Contractor must:

replace, at his own expense, all cables damaged during the pulling;

ensure cables are straight and free from splice, bridge or other connection.

To make the connection, the Contractor must leave at each end the cable quantity, specified hereinafter,

free, identified, wound and attached separately and adequately.

The Contractor must appropriately insulate the ends of the cables so that no conductive parts are

exposed and no foreign matter can seep under the sheath.

B.5.3.6 Connector (All Types)

Page 25: Statement of Work Annex A Replacement and addition of

The Contractor must make connections using the tool designed for this work (not with pliers). The conducting tabs on end of line resistors must be hidden inside the connectors to eliminate the risk of short-circuits.

B.5.3.7 Security Equipment Rooms

The Contractor must:

Avoid any 120-volt sources crossing with low voltage;

Optimize the space available and allow for future expansion.

B.6 Conduits, Conduit Fastenings and Conduit Fittings

B.6.1 General

B.6.1.1 References

Association canadienne de normalisation (CSA)/CSA International

1. CAN/CSA-C22.2 no. 18, Outlet Boxes, Conduit Boxes, Connectors, and Associated Hardware.

2. CSA C22.2 no. 45, Rigid metal conduit.

3. CSA C22.2 no. 56-13, Flexible metal conduit and liquid-tight flexible metal conduit.

4. CSA C22.2 no. 83-M1985 (C2013), Electrical Metallic Tubing.

5. CSA C22.2 no. 211.2-06(R2011), Rigid PVC (Unplasticized) Conduit

B.6.1.2 Definitions

Main conduit: all conduit and/or mesh cable supports connecting equipment rooms and junction boxes.

These boxes are generally in the ceiling, on average no more than 5 metres from the equipment to be

connected.

Secondary conduit: all conduit that connects components, equipment boxes, equipment cabinets to a

mesh cable support and/or a junction box, generally in the ceiling, on average no more than 5 metres

from the equipment to be connected.

B.6.1.3 Action and Informational Submittals

The Contractor must:

provide submittals in accordance with Section B.7.1.2 Action and Information Submittals;

submit manufacturer's printed product literature (product data), specifications and datasheets

submit the manufacturer documentation for the equipment; and

submit manufacturer's, for quality assurance submittals, installation instructions.

B.6.2 Products

B.6.2.1 Cables and Reels

The Contractor must:

Provide cables on reels or coils;

Page 26: Statement of Work Annex A Replacement and addition of

Mark or tag each cable and outside of each reel or coil, to indicate cable length, voltage rating, conductor size, and manufacturer's lot number and reel number; and

Each coil or reel of cable to contain only one continuous cable without splices.

B.6.2.2 Conduits

All conduits are included in the contract price and must always keep a minimum of 25% free of their

maximum capacity (based on the electrical code) for future use.

All cables must be in conduits. No cable should be visible.

Rigid metal conduit: to CSA C22.2 No. 45, galvanized steel threaded.

Epoxy coated conduit: to CSA C22.2 No. 45, with zinc coating and corrosion resistant epoxy finish inside

and outside.

Electrical metallic tubing (EMT): to CSA C22.2 No. 83, with couplings.

Rigid PVC conduit: to CSA C22.2 No. 211.2.

Flexible metal conduit: to CSA C22.2 No. 56, steel and aluminum liquid-tight flexible metal.

B.6.2.3 Conduit Fastenings

The Contractor must use:

One hole steel straps to secure surface conduits (not accessible) NPS 2 50 mm and smaller.

Two holes steel straps for conduits larger than NPS 2 50 mm or accessible conduit.

Beam clamps to secure conduits to exposed steel work.

Channel type supports for two or more conduits at 1.5 m on centre.

Threaded rods, 6 mm diameter, to support suspended channels. Minimal diameter to be adjusted according to load.

B.6.2.4 Conduit Fittings

Fittings: to CAN/CSA C22.2 No. 18, manufactured for use with conduit specified. Coating: same as

conduit.

The Contractor must ensure factory "elbows" where 90 degrees bends for 25 mm and larger conduits.

The Contractor must use:

Watertight connectors and couplings for EMT.

Stainless steel anti-vandal screws of required and adapted dimensions.

Set screws are not acceptable.

B.6.2.5 Expansion Fittings for Rigid Conduit

The Contractor must:

Weatherproof expansion fittings with internal bonding assembly suitable for linear expansion and maintain the continuity of the grounding network;

Page 27: Statement of Work Annex A Replacement and addition of

Use watertight expansion fittings with integral bonding jumper suitable for linear expansion and 19 mm deflection and maintain the continuity of the grounding network; and

Weatherproof expansion fittings for linear expansion at entry to panel.

B.6.2.6 Fish Cord

The Contractor must only use polypropylene fish cord.

B.6.2.7 Junction and Pull Boxes

Size boxes in accordance with CSA C22.1.

Construction: welded steel boxes.

Covers Flush Mounted: 25 mm minimum extension all around.

Covers Surface Mounted: screw-on turned edge covers.

Use stainless steel anti-vandal screws of required and adapted dimensions.

B.6.3 Execution

B.6.3.1 Manufacturer’s Instructions

The Contractor must comply with manufacturer's written recommendations or specifications, including

product technical bulletins, handling, storage and installation instructions, and datasheets.

B.6.3.2 Installation

The Contractor must:

1. Install conduits to conserve headroom in exposed locations and cause minimum interference in

spaces through which they pass.

2. Conceal conduits except in mechanical and electrical service rooms and in unfinished areas.

3. Use electrical metallic tubing (EMT) when there is no risk of mechanical damage to the conduit.

4. Use rigid PVC conduit underground and in corrosive areas.

5. Use flexible metal conduit for work in movable metal partitions.

6. Use liquid tight flexible metal conduit for connection to motors or vibrating equipment in damp,

wet or corrosive locations.

7. Install conduit sealing fittings in hazardous areas.

Fill with compound.

8. Minimum conduit size: NPS ¾, 21mm.

9. Bend conduit cold:

Replace conduit if kinked or flattened more than 1/10th of its original diameter.

10. Mechanically bend steel conduit over 21mm diameter.

11. Field threads on rigid conduit must be of sufficient length to draw conduits up tight.

12. Install fish cord in empty conduits.

13. Remove and replace blocked conduit sections.

Do not use liquids to clean out conduits.

Page 28: Statement of Work Annex A Replacement and addition of

14. Dry conduits out before installing wire.

15. Patch partitions when a conduit passes through a wall, ceiling or floor (use fire-resistant paste)

following the standards in the National Building Code of Ontario and the Canadian Electrical

Code including the amendments for Ontario.

16. The Contractor shall be responsible of the patch work to be done on surfaces affected by his

installation.

17. Conduits network

Computer network.

Access control.

120Vac supply.

B.6.3.3 Surface Conduits

The Contractor must:

1. Run parallel or perpendicular to building lines.

2. Locate conduits behind infrared or gas fired heaters with 1.5 m clearance.

3. Run conduits in flanged portion of structural steel.

4. Group conduits wherever possible on suspended channels.

5. Do not pass conduits through structural members except as indicated.

6. Do not locate conduits less than 75 mm parallel to steam or hot water lines with minimum of 25

mm at crossovers.

7. In the case of an apparent conduit installed, the conduit must be painted the same color as the

wall in order to harmonize.

B.6.3.4 Concealed Conduits

The Contractor must:

1. Run parallel or perpendicular to building lines.

2. Not install horizontal runs in masonry walls.

3. Not install conduits in terrazzo or concrete toppings.

B.6.3.5 Conduits Underground

The Contractor must:

1. Slope conduits to provide drainage.

2. Waterproof joints, other than PVC, with heavy coat of bituminous paint.

B.6.3.6 Junction and Pull Boxes Installation

The Contractor must:

1. Install pull boxes in inconspicuous but accessible locations.

2. Install pull boxes as required by CSA C22.1

B.7 Access Control

B.7.1 General

Page 29: Statement of Work Annex A Replacement and addition of

B.7.1.1 References

B.7.1.1.1 Abbreviations

Access Control: Electronic monitoring of input / output of persons at access points of controlled areas.

Security aspects using systems and hardware to unlock access to a specific location or service by

defined users.

AC: Alternative current.

CC: Continuous current.

B.7.1.1.2 References

All work and materials must conform in every detail to the rules and requirements of the National Fire

Protection Association, the Ontario Electrical Code and present manufacturing standards.

CSA C22.1-15, Canadian Electrical Code, Part 1 (22nd Edition), Safety Standard for Electrical

Installations including amendments for Ontario to the Canadian Electrical Code Part 1, C22.1 or the most

recent revision.

Ontario Electrical Safety Code (26th Edition/ 2015).

Health Canada / Workplace Hazardous Materials Information System (WHMIS).

Material Safety Data Sheets (MSDS).

Underwriters Laboratories of Canada (ULC).

CAN/ULC-S306-03, Intrusions Detection Units

CAN/ULC-S316-14 Standard for Performance of Video Surveillance Systems

ULC-S318-96, Standard for Power Supplies for Burglar Alarm Systems.

CAN/ULC-S319-05, Electronic Access Control Systems

ULC-C634-86, Guide for the Investigation of Connectors and Switches for Use with Burglar Alarm Systems.

Underwriters' Laboratories (UL)

UL 294-2009, Access Control System Units.

UL 603-08, Power Supplies for Use with Burglar Alarm Systems.

UL 1076-2005, Safety for Proprietary Burglar Alarm Units and Systems.

B.7.1.2 Action and Information Submittals

For samples of products, the Contractor must submit equipment, wiring and connectors that the Engineer

or Owner deems of interest to see.

The Contractor must submit shop drawings stamped and signed by professional engineer registered or

licensed in the Province of Ontario, Canada.

1. Shop drawings to indicate project layout, including details.

2. Shop drawings to indicate, mounting heights and locations, wiring diagrams.

3. Submit zone layout drawing indicating number and location of zones and areas covered.

Page 30: Statement of Work Annex A Replacement and addition of

4. Submit wiring diagrams.

5. Submit complete equipment list.

6. Submit access controller wiring diagram.

7. Submit the drawings of the cabinets including all the equipment to be installed within.

8. Submit room layout drawing for the installation of the cabinets.

9. Submit the schematic of systems interconnection.

For Test and Evaluation Reports, the Contractor must submit certified test reports from approved

independent testing laboratories indicating compliance with specifications for specified performance

characteristics and physical properties.

The Contractor must submit manufacturer's installation instructions.

B.7.1.3 Closeout Submittals

The Contractor must:

1. submit in accordance with Section F-Close Out;

2. submit operation and maintenance data for access controls and equipment for incorporation into

manual, and

3. Include:

a. System configuration and equipment physical layout.

b. Functional description of equipment.

c. Instructions of operation of equipment.

d. Illustrations and diagrams to supplement procedures.

e. Operation instructions provided by manufacturer.

f. Cleaning instructions.

B.7.1.4 Delivery, Storage and Handling

The Contractor must:

1. Deliver, store and handle materials in accordance with Section B1-Common Product

Requirements” and with manufacturer's written instructions.

2. Delivery and Acceptance Requirements: deliver materials to site in original factory packaging,

labelled with manufacturer's name and address.

B.7.1.4.1 Storage and Handling Requirements

The Contractor must:

1. must store materials off ground indoors in dry location and in accordance with manufacturer's

recommendations in clean, dry, well-ventilated area;

2. store and protect [access controls and equipment] from nicks, scratches, and blemishes; and

3. replace defective or damaged materials with new.

B.7.1.5 Warranty

Manufacturer's Warranty: The Contractor must submit, for Engineer and StatCan acceptance,

manufacturer's standard warranty document executed by authorized company official. The terms of the

Manufacturer’s warranty do not relieve the Contractor of its warranty obligations as set out in the terms

and conditions of the Contract.

Page 31: Statement of Work Annex A Replacement and addition of

B.7.2 Products

B.7.2.1 Requirements

After-sales service (labor and parts) must not be for the exclusive use of the Contractor. Security devices

and software must be commercially available in the Ottawa area by other installers, and at a competitive

price.

Secondary parts such as relays, timers, etc., must be solidly attached using screws or tracks. The use of

tape or adhesive is prohibited.

The system must be modular in design, and must be made up of basic mechanically independent units

(cabinets, frames, cards, printed circuits, connectors, power supplies, connection terminals, etc.). Each

basic unit must be easy to install or remove. Units will be connected using cables terminated with

connecters.

System operation, maintenance and testing must be easy and the system must also be easily

expandable.

Damage caused by default of a device in one system must be limited to that device without affecting the

other devices in the system. The Contractor must design the security system architecture in a way that

ensures continuity of operations.

To make them impervious to electromagnetic fields, all major metal parts (cases, cabinets and desks)

must be grounded to the building’s ground system, according to the manufacturer’s recommendations. All

cable shielding must be grounded to one point in each section, unless otherwise indicated in the

manufacturer’s requirements.

The Contractor must take all necessary precautions to ensure proper operation of the devices making up

the system within the ranges set out below, or within the ranges defined by the manufacturer if these are

more restrictive. System devices must be designed to work within the following ambient conditions:

1. Computers

Temperature: 10° to 40° Celsius

Humidity: 20 to 80 %

2. Indoor Devices

Temperature: 0° to 40° Celsius

Humidity: 10 to 90 %

3. Outdoor Devices

Temperature: -40° to 60° Celsius

Humidity: 10 to 100 %

Equipment and cables are to be coded following a planned standard to make them easier to identify.

The Contractor is responsible for supply and installation of this coding.

The Contractor must ensure that the various sub-sets, equipment and devices in the system are properly

identified.

Page 32: Statement of Work Annex A Replacement and addition of

All wires, cables and connectors must be identified at both ends and bear the same printed number at

each end. Markings must be permanent and resistant to water, solvents and oil.

Installation of stickers or labels bearing the name of the Contractor, a sub-contractor or a supplier must

be approved by StatCan.

All access control components and accessories must be installed with stainless steel anti-vandal screws

when accessible (height of 3 meters or less).

B.7.2.2 Access Control System

The current access control software is ONGUARD (V.7.00) from Lenel. The Contractor must integrate the

addition or modification of all access components and new controllers with the access control system

software.

The Contractor is responsible for the programming of the modification and addition in the access control

system.

B.7.2.2.1 Alarm

The access system must be able to generate alarms according to different priority levels and thus display

them in priority on the client interface. These must include the associated information such as the name

of the alarm, time and date and a description. During an alarm, the access system must perform the

actions associated with it, such as the activation of an audible alarm. Must display a description of the

operations to follow for the operator.

Alarm examples:

All communication loss.

Any input point defined as alarm.

Failure of hardware and software components.

Stolen, invalid, expired or unauthorized card.

All standard programming of alarms must be submitted for approval

B.7.2.2.2 Typical Operation for the turnstiles

When the user wishes to open the glass panels of the turnstile from the non-secure or secure sides, he

must

Show his access card to the card reader.

The glass panels open within the programmable time and closes after the user has walked through the turnstile.

Supervision of glass panel (unlocking) in case of emergency, fire alarm and power outage.

All alarms of the turnstile have to be wired to the access control system. All alarms, including the side

panel tamper alarm and emergency bypass, are to be wired separately.

In the case of a fire alarm, the glass panels remain free for exit.

To allow individual or specific manual gate override, turnstiles shall be fitted with a physical key to allow

shutdown and force barrier to be in open position.

Page 33: Statement of Work Annex A Replacement and addition of

Users will be required to activate badges on entry and exit. Turnstiles will be able to accommodate both

soft and hard anti-pass back, as required.

In the event of an alarm, the image of the camera near the equipment generating the alarm should be

able to be displayed automatically.

The Contractor is responsible to associate the existing request to open remote buttons with the new

turnstiles.

The Contractor is responsible to update the maps in access control system for the addition of the

turnstiles.

The Contractor is responsible to provide and install all required licences for the addition of the new

equipment.

The Contractor is responsible for the design and customization of systems, graphical displays and

databases.

The Contractor must have a certification on the systems and its technician / programmer must be certified

to perform system programming. The certifications required must not be older than 5 years to ensure an

up-to-date knowledge of the products used.

The building operator, is responsible for the fire alarm interconnect. The Contractor must be on site during

fire alarm interconnect to address issues/problems.

B.7.2.3 Access Control System Components

1. (ACTRL/RS-485) ACCESS CONTROLLER (IP AND WITH RS-485)

a. Equipped with primary protection.

b. Equipped with individual secondary protection for each connected device.

c. Minimum of 4 hours self-operation mode in case of power failure under most stringent operating

conditions.

d. The minimal capacity of the memory for the transaction information shall not be diminished by the

minimal capacity of the memory for the user information.

e. Must run autonomously during a communication breakdown.

f. Must supervise all inputs (resistance to be installed at the equipment).

g. Support the following technologies; Proximity, bar code, magnetic stripe, WIEGAND, biometric

and smart card.

h. Capacity to read all card numbers generated under the requested format (bit number cannot be

truncated.

i. Equipped with removable terminal connectors.

j. Cabinet fitted with tamper switch and lockset (2 keys per cabinet). The key shall be identical for

all cabinets.

k. Cabinet fitted with a permanent identification plate.

l. Controllers shall be grouped within one cabinet to reduce necessary space (when required).

m. Schedules and grant automatic access without a user intervention at the access control terminal.

n. The maximum response time between a proximity card reading and the opening of a door is 0.25

sec.

o. Each transaction shall be recorded by the software.

p. In case of communication failure, the access controller shall record the last 50 000 events or

alarms and transmit this information to the access control server when the system comes back

online.

q. The remote operations from the server shall:

Page 34: Statement of Work Annex A Replacement and addition of

Temporarily grant access to a specific door

Permanently unlock a door until a lock command is transmitted by the user.

Authorize a longer open state time for a specific door

Disable access to one or several access cards or doors

Change time zone on a local access card.

Global and local Anti-Passback option.

r. Automated configuration recording on a non-volatile memory on the same controller.

s. Supports Wiegand card readers.

t. The contractor is responsible to do the modification to the current RS-485 communication loops

to interconnect of the access controller and integration to the access control system.

u. The RS-485 Access Controller has to be compatible with the existing IP Access Controller and

Access Control System software.

v. The Contractor is responsible to relocate the existing access controllers.

w. Must have reverse-mode protection diodes for the various outputs and all devices connected to

the access controller.

x. Equipment in the cabinet shall be installed to minimize apparent cables by using wiring ducts

inside the enclosure for cable passage.

y. The new RS-485 Access Controller is the LNL-1320 from Lenel, or equivalent.

z. The new access Controller is the LNL-3300 from Lenel, or equivalent.

aa. The current RS-485 Access Controller (one reader) is the LNL-1300 from Lenel.

bb. The current IP Access Controller is the LNL-1200 from Lenel.

2. (CR) CARD READER

a. Transmission frequency 13.56 MHz and 125kHz.

b. Color black.

c. Fitted with LED indicator controlled by access controller (door locked, door unlocked and trouble).

d. Audio signal upon card reading.

e. Multi classes technologies compatible with Indala and iCLASS Seos.

f. Compatible with the current access card of the Owner: Indala. Mapleleaf 2LS2 32 bits of HID.

g. Pigtail connection cables.

h. The card reader shall be RP40 (920LTNNEK00017) from HID or equivalent.

3. (PS) AC/DC POWER SUPPLY

a. Primary side protection.

b. Individual secondary side protection.

c. A minimum of 4 hours of autonomy in case of power failure calculated according to the most

demanding conditions

d. Do not apply more than 80% of its capacity or less when the manufacturer's recommendation is

lower.

e. Alarm state contact.

f. Battery failure alarm state contact.

g. Battery backup in panels.

h. Supervision contact on power supply cabinet.

i. Cabinet fitted with tamper switch and lockset (2 keys per cabinet). The key shall be identical for

all cabinets.

j. Cabinet fitted with a permanent identification plate.

4. OPTICAL TURNSTILE

a. Controlled entry/exit with card reader.

Page 35: Statement of Work Annex A Replacement and addition of

b. Tempered glass panels with customized sandblast patterns will be specified following the award

of the contract. Costs of sandblasting will be borne by the client.

c. Possible egress from the secure side by a push on the glass panels when the user is

located/detected on the secure side of the turnstile (applicable force of 90 Newton).

d. Motorized swing glass panels controlled by an electromechanical drive with an electromagnetic

break.

e. Height of the glass panels of at least 1700mm.

f. Construction in stainless steel.

g. Ability to maintain open with the access system interface.

h. All input / output points (including, but not limited to, alarms, pass activation and states) must be

connected to the access controller.

i. Alarm during unauthorized passage.

j. Alarm when a second person has not presented an access card.

k. Alarms when opening mechanism access panel or trouble.

l. Passage confirmation.

m. Relay for indication of glass panels’ state must be connected to the access controller.

n. Must be connected to the fire alarm system and be free egress in the event of an alarm. The state

in case of opening must be sent to the access system.

o. Operation on 120 VAC power supply.

p. Multi-level detection by infrared transmitter and receiver.

q. Passage of 22 inches for single passage.

r. Passage of 36 inches for people with reduced mobility.

s. UL2593 and C22.2 no. 247 compliant.

t. Entry and exit LED to indicate status.

u. Alarm sounder.

v. Shall not generate an alarm in case of luggage / suitcase during authorized passage.

w. Anchoring adapted to the type of floor.

x. ADA compliant stainless steel ramp with cable management for the cable routing between

turnstiles. The contractor must take into account that the existing core holes will be reused in his

configuration. The cables have to be protected (water and dust).

y. The base of the unit should be adapted/raised in order to allow the cable arrival and installation of

the ramp.

z. The Contractor coordinate the routing of the cables (low voltage, 120Vac) by the use of the ramp,

existing core holes, glass partitions and vandal proof metallic wire managements (for the

dropping of the cables from the ceiling).

aa. Built-in electrical disconnect for maintenance.

bb. The Contractor must provide the modification of current and installation of new electrical circuits

in order to power two turnstiles on one electrical circuit. Taking into consideration that:

Section with only 2 lanes should be on independent circuits.

2 reduced mobility lanes on the same section should be on different circuits one from the other.

The same circuit cannot power up two lanes situated on different section.

cc. The optical turnstile must allow an approximate passage of 36 inches (+/- 2 inches).

5. TECHNICAL/SECURITY EQUIPMENT ROOMS

a. All technical equipment (power supply, access controllers, wall-mount cabinets and other similar

equipment) related to the access control system shall be installed inside a dedicated technical

room, within secure cabinet.

b. All electrified security components must be interconnected and powered following a centralized

architecture.

Page 36: Statement of Work Annex A Replacement and addition of

B.7.3 Execution

B.7.3.1 Examination

The Contractor must verify conditions of substrates previously installed under other Sections or Contracts

are acceptable for access control system installation in accordance with manufacturer's written

instructions.

Visually inspect substrate in presence of the Engineer.

Inform the Engineer of unacceptable conditions immediately upon discovery.

Proceed with installation only after unacceptable conditions have been remedied and after receipt of written approval to proceed from the Engineer.

B.7.3.2 Installation

B.7.3.2.1 Manufacturer instructions

The Contractor must comply with the manufacturer’s written requirements, recommendations and

specifications, including any available technical bulletins and instructions indicated in the product

catalogue, on the product packaging

B.7.3.2.2 (ACTRL) ACCESS CONTROLLER

The Contractor must:

1. Configure inputs and outputs so that it will not be affected by a communication failure.

2. Supply and install individual protection for CC outputs to limit the malfunctioning to the damaged

device only.

3. When several controllers are installed in the same equipment room, they shall be regroup in

cabinet and the wiring shall be vertically and horizontally installed in conduits.

4. Wire color coding shall be identical from one device to another and from one controller to another.

5. Use VELCRO fasteners to secure cables to each other inside control cabinets.

6. In each controller, provide a description sheet for all inputs and outputs as well as the controller

identification before and after.

7. Individual cabinet identification.

8. Permanent connection to the AC circuit (no electric plug).

9. Upon short-circuit of a faulty device to the controller, it shall not affect other devices or the

controller itself; supply and install secondary protection if necessary.

10. Each input shall be monitored and connected to a separate input of the controller. Use the dual

resistors for each component to have the four (4) supervision states.

11. Tamper switch on cabinet monitored by the access control system.

12. Power failure supervision monitored by the access control system.

13. The Contractor shall integrate, start up, install, and program the components of the project using

the graphic system in the access control system.

14. The Contractor shall supply and install a temporary new communication cable if needed during

the replacement. The Contractor shall reuse the existing 120VAC-15A distribution if required the

Contractor is responsible to bring new 120VAC circuits.

B.7.3.2.3 ACCESS POWER SUPPLY

1. The cabling must be located inside EMT conduits.

Page 37: Statement of Work Annex A Replacement and addition of

2. Permanent connection to the AC circuit (no electric plug).

3. Tamper switch on cabinet monitored by the access control system.

4. Power failure supervision by the access control system.

5. Battery supervision by the access control system.

6. Individual cabinet identification.

7. Upon short-circuit of a faulty device to the power supply, it shall not affect other devices; supply

and install secondary protection if necessary.

8. Indicate on batteries the date of first charging.

B.7.3.2.4 (CR) CARD READER

1. Card readers (CR) shall be integrated in the turnstiles. Card readers are to be compatible with

existing and future card technology.

2. The connection shall be concealed, according to surroundings.

B.7.3.2.5 EXISTING SECURITY COMPONENTS

The Contractor must:

1. ensure reusability of existing security devices (ex: card readers, turnstiles) when removing them.

2. connect the new security components to the existing access control system (i.e. Lenel software).

The Contractor shall coordinate the work to keep the existing security components in place and

operating until the new security components have been installed and successfully connected to

the existing access control system;

3. plan the work to ensure continuity of security operations the same day (the

replacement/modification of an equipment shall be completed within the same day);

4. modify one communication loop at a time;

5. test the entire loop before starting on a second communication loop;

6. inform StatCan in advance when work has to be done;

7. give special care when installing security devices on existing locations equipped with security

devices or new location. The Contractor is responsible to perform his own survey when preparing

his proposal;

8. remove and reuse many pieces of equipment;

9. provide advance notice to StatCan for work carried out on doors with existing security devices

and make sure that the zone is not generating malfunction alarm;

10. remove existing devices not reused;

11. remove existing wiring when the existing wiring does not meet the requirements, is too short,

damaged or not reused; and

12. coordinate his work accordingly in order to maintain the existing systems in operation until the full

transfer of the security operations.

B.7.3.2.6 TECHNICAL/SECURITY EQUIPMENT ROOMS

The Contractor must:

1. Install the equipment to facilitate maintenance and minimize available space.

2. Avoid space loss and pay special attention to opening cabinets to prevent opening of doors from

conflicting with other enclosures and equipment provided by others.

3. Maintain 1 meter clearance at front

4. Avoid placing equipment near heat or high voltage.

5. Ensure adequate ventilation of cabinets (Contractor shall provide electric fan in cabinets if

required).

Page 38: Statement of Work Annex A Replacement and addition of

6. All equipment must be installed on 4 'x 8' 'x 3/4 "plywood with fire retardant paint.

7. There shall be no apparent wiring.

B.7.3.3 Site Test and Inspection

The Contractor must conduct his own tests in order to verify that the equipment complies with the

requirements. If during the period of acceptance testing, the Engineer finds that the Contractor has not

carried out the tests as instructed, the Engineer will stop testing. The Contractor must do his tests and

schedule another visit with the Engineer. The Contractor will be responsible for costs associated with this

defect.

The Contractor must notify the Engineer two (2) weeks in advance of requirement for tests, in order that

attendance arrangements can be made.

The contractor must prepare the testing forms including all the trials and tests performed on the systems.

The contractor must demonstrate to the Engineer and StatCan that the system has been fully inspected,

and that he has completed all required tests using testing forms. The Engineer will not proceed to any

acceptance before receiving the testing forms completed to his satisfaction.

The Contractor must submit samples and/or materials required for testing, as specifically requested in

specifications. These must be submitted with reasonable promptness and in orderly sequence to not

cause delays in Work.

The Contractor must provide labor and equipment to measure the voltage, current Amp, loudness and

luminosity, signal attenuation, communication speed and all required equipment for the calibration of the

systems and components.

The Contractor must consider that acceptance tests will be performed during and outside business hours

depending of the items to be verified.

The Contractor must perform verification inspections and test in presence of the Engineer.

All necessary tools, ladders and equipment must be provided by the Contractor.

The Contractor must ensure appropriate subcontractors and manufacturer's representatives are present for verification.

For visual verification, the objective is to assess quality of installation and assembly and overall

appearance to ensure compliance with Contract Documents. Visual inspection to include:

Sturdiness of equipment fastening.

Non-existence of installation related damages.

Compliance of device locations with reviewed shop drawings.

Compatibility of equipment installation with physical environment.

Inclusion of all accessories.

Device and cabling identification, installation and wiring.

For technical verification: the purpose to ensure that all systems and devices are properly installed and

free of defects and damage. Technical verification includes:

Tension measurements.

Signal measurements (attenuation dB, communication speed)

Overload protection and grounding.

Validate sensitivity of readers and applicability and application of cards.

Page 39: Statement of Work Annex A Replacement and addition of

Connecting joints and equipment fastening.

Compliance with manufacturer's specification, product literature and installation instructions.

For operational verification: the purpose to ensure that devices and systems' performance meet or

exceed established functional requirements. Operational verification includes:

Testing of all operating sequences.

Verifying the contents of the displays

Cold start testing of components

Understanding Operators Based on Training Received.

Operation of each device individually and within its environment.

Operation of each device in relation with programmable schedule and or/specific functions.

Review of Documentation:

The purpose of this review is to determine whether the information provided meets the requirements of the specification.

Provide, for review, all of the following system documentation: manuals, installed equipment drawings, preliminary test forms.

B.7.3.4 Field Quality Control

Contractor to review Work involved in the handling, installation/application, and protection and cleaning,

of the products and submit a written report, in acceptable format, to verify compliance of Work.

B.7.3.5 Protection

The Contractor must:

Protect installed products and components from damage during construction.

Repair damage to adjacent materials caused by access controls and equipment installation.

B.7.4 Work by Others

The Contractor must co-operate with other Contractors in carrying out their respective works.

The Contractor must carry-out instructions, as provided by the Engineer.

The Contractor must co-ordinate work with that of other contractors. If any part of the work under this Contract depends for its proper execution or result upon work of another contractor. The Contractor must report promptly to the Engineer any defects which may interfere with the proper execution of the work, in writing.

B.7.5 Work Sequence

The Contractor must:

conduct work in stages to accommodate StatCan’s continued use of the premises during construction,

conduct work in stages to provide for continuous public usage;

Page 40: Statement of Work Annex A Replacement and addition of

not close off public usage of facilities until use of one stage of work will provide alternate usage; and

maintain fire access/control.

B.7.6 Contractor Use of Premises

The Contractor must:

limit use of premises for work, storage and access to allow:

a. Owner occupancy;

b. Work by other contractors;

c. Public usage.

co-ordinate use of premises under direction of StatCan and the Engineer;

execute work with least possible interference or disturbance to building operations, public and normal use of premises;

use only elevators, dumbwaiters or escalators existing in building for moving workers and material under direction of StatCan;

protect walls of passenger elevators, to approval of Engineer prior to use;

accept liability for damage, safety of equipment and overloading of existing equipment;

obtain and pay for use of additional storage or work areas needed for operations under the Contract;

remove or alter existing work to prevent injury or damage to portions of existing work which remain;

repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work; and

ensure that the premises, at completion of work, are in equal or better condition than what existed before the start of the new work.

B.7.7 Submittal Procedures

B.7.7.1 Administrative Requirements

The Contractor must submit to the Engineer submittals listed for review. Submittals must be delivered promptly and in orderly sequence to not cause delay in Work. Failure to submit in ample time is not considered sufficient reason for extension of Contract and no claim for extension by reason of such default will be allowed.

The Contractor must not proceed with Work affected by submittal until review is complete.

The Contractor must present shop drawings, product data, samples and mock-ups in SI Metric units. Where items or information is not produced in SI Metric units converted values are acceptable.

The Contractor must review submittals prior to submission to the Engineer. This review represents that necessary requirements have been determined and verified, or will be, and that each submittal has been checked and coordinated with requirements of work and Contract. Submittals not stamped, signed, dated and identified as to specific project will be returned without being examined and considered rejected.

The Contractor must notify the Engineer, in writing at time of submission, identifying deviations from requirements of Contract Documents stating reasons for deviations.

Page 41: Statement of Work Annex A Replacement and addition of

The Contractor must verify field measurements and affected adjacent work are coordinated.

The Contractor's responsibility for errors and omissions in submission is not relieved by the Engineer

review of submittals.

The Contractor's responsibility for deviations in submission from requirements of Contract is not relieved

by the Engineer review.

All parts models specified in the Statement of Requirement serve as references to the required

functionality and characteristics of the product.

Unless specified otherwise, the Contractor can submit an equivalence request to StatCan. The Contractor

will be responsible to demonstrate that the proposed product is equivalent to the specified product.

StatCan decision is final. Every equivalence request can be rejected by StatCan without any allowance or

compensation.

No product substitution is allowed without the written consent of StatCan or the Engineer.

The Engineer may request the right to invoice the Contractor for all research for product equivalence

submitted by the Contractor for the replacement of the specified products.

Upon acceptance of an equivalent product submitted by the Contractor, a credit at the expense of the

contractor may be ask to adjust the contract price according to the new product.

The Contractor must keep one reviewed copy of each submission on sites.

B.7.7.2 Shop Drawings and Product Data

The term "shop drawings" means drawings, diagrams, illustrations, schedules, performance charts,

brochures and other data which are to be provided by Contractor to illustrate details of a portion of work.

The Contractor must submit drawings stamped and signed by professional engineer registered or

licensed in Canada, the province of Ontario.

The Contractor must indicate materials, methods of construction and attachment or anchorage, erection

diagrams, connections, explanatory notes and other information necessary for completion of work. Where

articles or equipment attach or connect to other articles or equipment, the Contractor must indicate that

such items have been coordinated, regardless of Section under which adjacent items will be supplied and

installed. The Contractor must indicate cross references to design drawings and specifications.

The Contractor must allow five (5) working days for Engineer’s review of each submission.

Adjustments made on shop drawings by the Engineer are not intended to change Contract price. If

adjustments affect value of Work, the Contractor must state such in writing, to Engineer prior, to

proceeding with work.

The Contractor must make changes in shop drawings as the Engineer may require, consistent with

Contract. When resubmitting, the Contractor must notify the Engineer, in writing, of revisions other than

those requested.

The Contractor must include a transmittal letter, with submissions, containing:

a. Date.

b. Project title and number.

c. Contractor's name and address.

d. Identification and quantity of each shop drawing, product data and sample.

e. Other pertinent data.

Page 42: Statement of Work Annex A Replacement and addition of

Submissions must include:

a. Date and revision dates.

b. Project title and number.

c. Name and address of:

Subcontractor.

Supplier.

Manufacturer.

d. Contractor's stamp, signed by Contractor's authorized representative certifying approval of

submissions, verification of field measurements and compliance with Contract Documents.

e. Details of appropriate portions of Work as applicable:

Fabrication.

Layout, showing dimensions, including identified field dimensions, and clearances.

Setting or erection details.

Capacities.

Performance characteristics.

Standards.

Operating weight.

Wiring diagrams.

Single line and schematic diagrams.

Relationship to adjacent work.

After Engineer's review, the Contractor must distribute paper copies, including one copy to StatCan.

The Contractor must submit an electronic copy, and a paper copy, of shop drawings for each requirement

requested in specification Sections and as StatCan or Engineer may reasonably request.

The Contractor must submit the electronic copy of product data sheets for requirements requested in

specification Sections and as requested by StatCan or Engineer where shop drawings will not be

prepared due to standardized manufacture of product.

The Contractor must submit the electronic copy of certificates for requirements requested in specification

Sections and as requested by StatCan or Engineer.

Statements printed on manufacturer's letterhead and signed by responsible officials of manufacturer of

product, system or material attesting that product, system or material meets specification requirements.

Certificates must be dated after award of project contract complete with project name.

The Contractor must submit the electronic copy of manufacturers’ instructions for requirements requested

in specification Sections and as requested by StatCan or Engineer.

Pre-printed material describing installation of product, system or material, including special notices and

Material Safety Data Sheets concerning impedances, hazards and safety precautions.

The Contractor must submit the electronic copy of Operation and Maintenance Data for requirements

requested in specification Sections and as requested by StatCan or Engineer.

On submittals, the Contractor must delete information not applicable to project.

The Contractor must provide supplement standard information to provide details applicable to project.

Page 43: Statement of Work Annex A Replacement and addition of

If upon review by the Engineer, no errors or omissions are discovered or if only minor corrections are

made, copies will be returned and fabrication and installation of work may proceed. If shop drawings are

rejected, noted copy will be returned and resubmission of corrected shop drawings, through same

procedure indicated above, must be performed before fabrication and installation of work may proceed.

B.7.8 References and Codes

The Contractor must Perform Work in accordance with National Building Code of Canada (NBC) including amendments up to tender closing date and other codes of provincial or local application provided that in case of conflict or discrepancy, more stringent requirements apply.

In the matter of workplace health and safety and building codes, the Contractor must meet or exceed the requirements of the Contract documents and the specified standards, codes and referenced documents.

B.7.8.1 Security Measures During Construction

Health and safety of the occupants of a building during construction is a main focus of any project.

Some of the turnstiles that will be replaced during this project are in a high traffic area of the building,

therefore health and safety has to be well planned out with the StatCan-appointed Project

Manager/Engineer prior to construction. This will include the planning of access to these areas,

planning of the construction, phasing, hording and signage.

Jean Talon Building

There are five areas in the Jean Talon building that will be under construction for the new turnstiles. To

maintain a safe environment for occupants and ensure a clear work environment for the

contractor, work areas will be corded off around the turnstiles and alternate access will be required. During the construction of the two locations in the basement of the Jean Talon building, these

locations will be completed in phases to ensure access to one set of elevators at all times. The

location of construction will need to be corded off and access to these areas restricted.

Alternatively, to keep these areas in operation, work could be completed after hours (evenings and

weekends) and the work site cleaned and in a safe condition for working hours. There will be three locations with construction on the main level of the Jean Talon building. Two of

these locations are entrances to the building. During the construction of the main entrance to the

building, the turnstiles will be corded off. To ensure the entrance remains in limited operation,

access will be through the manual door near the security desk. A security guard at the manual door

will be required to check passes as people enter the building.

Since this is the only access to the main elevators, added access could be obtained by removing

the wooden architectural feature to the left of the turnstiles, across from the cafeteria entrance which

will allow a larger area for people to access the building. A security guard will be needed at that

location as well to check passes. Prior to removal, the Contractor will be required to obtain from the

building operator (BGIS) and Public Services and Procurement Canada (PSPC). Removal of the

wooden structure is meant to be temporary and the Contractor will be responsible for reinstallation.

Reinstallation of the wooden structure must be completed in a manner that returns it to the same

condition prior to removal. The turnstiles for sections B & C will need to be corded off during construction and access to these

areas restricted. Occupants will be directed to another set of elevators during the time of

construction. Alternatively, to keep these areas in operation, work could be completed after hours

(evenings and weekends) and the work site cleaned and in a safe condition for working hours. A

security guard at the door will be required to check passes as people enter the building.

Page 44: Statement of Work Annex A Replacement and addition of

Main Building

There are two areas in the Main Statistics building that will be under construction for the new turnstiles.

To maintain a safe environment for occupants and ensure a clear work environment for the contractor,

work areas will be corded off around the turnstiles and alternate access will be required. During the construction of the Parkdale Entrance and Tunney’s Pasture Entrance turnstiles, construction should be completed in phases to ensure that one of these entrances always remains fully open. To ensure the Tunney’s Pasture Entrance of the building can remain in limited operation, the turnstiles

will be corded off and access to the building will be through the manual door at this entrance. It

should also be recommended that building occupants use alternative entrances to access the building

i.e. the east entrance. A security guard at the manual door will be required to check passes as people

enter the building.

The turnstiles at the entrance to the Main Statistics building will be corded off and access to the

building will be through the adjacent entrance glass door. A security guard at the door will be required

to check passes as people enter the building.

During the construction of the Parkdale Entrance of the building, the area around the turnstiles will be

corded off and no access at this location will be allowed. Alternative entrances will need to be used, i.e.

the west entrance.

RH Coats Building

There are four areas in the R.H. Coats building that will be under construction for the new turnstiles. To

maintain a safe environment for occupants and ensure a clear work environment for the

Contractor, work areas will be corded off around the turnstiles and alternate access will be required. During the construction of the turnstiles in the basement of R.H. Coats, the location of construction will need to be corded off and access to these areas restricted. Occupants will be directed to other areas of the building for access between RH Coats and Main buildings. Alternatively, to keep the area in operation, work could be completed after hours (evenings and weekends) and the work site cleaned and in a safe condition for working hours. There are two locations on the ground floor of the building that will be under construction which include the Parkdale Entrance and Tunney’s Pasture Entrance. During construction of the Tunney’s Pasture Entrance, this entrance will be closed and all access will be through the Parkdale Entrance. When construction starts at the Parkdale Entrance, this entrance will be closed and all access to the building will be through the Tunney’s Pasture Entrance.

B.7.8.2 Hazardous Material Discovery

Asbestos: The demolition of spray or trowel-applied asbestos is hazardous to health. Upon discovery of asbestos, or material resembling spray or trowel-applied asbestos, the Contractor must stop work immediately and notify StatCan and the Engineer.

Polychlorinated Biphenyl (PCB): Upon discovery of PCB, or material resembling PCB, the Contractor must stop work immediately and notify StatCan and Engineer.

Mould: Upon discovery of mould, or material resembling mould, the Contractor must stop work immediately and notify StatCan and the Engineer.

Page 45: Statement of Work Annex A Replacement and addition of

The existing building elements have been identified by StatCan to include Asbestos Containing Materials (ACM). The Contractor must conduct Designated Substance Report (DSR) prior to commencement of the work.

The DSR must be completed for all surfaces that the Contractor will be drilling into including walls, floors and any other surfaces/areas.

B.7.8.3 Electrical Safety Authority (ESA)

The Contractor must obtain applicable permit(s) from ESA for the electrical work.

B.7.8.4 Federal Heritage Buildings Review Office (FHBRO)

Throughout the project and duration of the Contract, the Contractor must consult with FHBRO and receive required approvals for the work to be performed.

C- CONNECTIVITY, FUNCTIONAL TEST AND INSPECTION

C.1. Quality Control

C.1.1 Inspection

The Contractor must allow the Engineer access to the work. If part of the work is in preparation at locations other than the place of work, the Contractor must allow access to such work whenever it is in progress.

The Contractor must give timely notice requesting inspection if work, or part of the work, is designated for special tests, inspections or approvals by the Engineer instructions or applicable law of place of work.

If the Contractor covers, or permits to be covered, work that has been designated for special tests, inspections or approvals before such is made, the Contractor must uncover such work to have inspections or tests satisfactorily completed and make good.

The Engineer will order part of the work to be examined if the work is suspected to not be in accordance with the Contract. If, upon examination, such work is found to not be in accordance with the Contract, the Contractor must correct such work and pay for costs associated with examination and correction.

C.1.2 Procedures

The Contractor must conduct its own tests in order to verify that the equipment complies with the requirements of the Contract.

If, during the period of acceptance testing, the Engineer or StatCan finds that the Contractor has not carried out the tests as instructed, the Engineer or StatCan will stop the testing. The Contractor will be required to perform its test and schedule another visit with the Engineer. The Contractor will be responsible for costs associated with this defect.

The Contractor must notify the Engineer two (2) weeks in advance of requirement for tests.

The Contractor must prepare the testing forms including all the trials and tests performed on the systems.

Page 46: Statement of Work Annex A Replacement and addition of

The Contractor must demonstrate, to the Engineer, the system has been fully inspected, and that it has completed all required tests using testing forms. The Engineer will not proceed to any recommendation of acceptance by StatCan before receiving the testing forms completed to the Engineer’s satisfaction.

The Contractor must submit samples and/or materials required for testing, as specifically requested in specifications. The samples and/or materials must be submitted with reasonable promptness and in orderly sequence to not cause delays in the work.

The Contract is responsible for providing the labour and equipment required to measure the voltage, current Amp, loudness and luminosity, signal attenuation, communication speed and all required equipment for the calibration of the system and components.

Acceptance testing may be performed both during and outside business hours.

C.1.3 Rejected Work

The Contractor must remove defective work, whether the result of poor workmanship, use of defective products or damage and whether incorporated in the work, or not, which has been rejected by the Engineer, or StatCan, as failing to conform to the Contract. The Contractor must replace or re-install in accordance with the Contract.

The Contractor must make good other Contractor’s work damaged by such removals or replacements promptly.

If, in the opinion of the Engineer or StatCan, it is not expedient to correct defective work, or work not performed in accordance with the Contract, StatCan will deduct from the Contract price the difference in value between the work performed and that called for by the Contract. The amount of the deduction will be determined by StatCan or the Engineer.

C.1.4 Material, Equipment and Systems for Testing

All measuring devices and other apparatus required to conduct testing must be provided by the Contractor and must have been certified by an accredited laboratory not more than six (6) months prior to the test date. The Contractor must ensure that the personnel conducting the tests have the skills, experience and qualifications required to perform the tests.

The Contractor must submit adjustment and balancing reports for mechanical and/or electrical systems, if required be the Engineer or StatCan.

D- CLEAN UP

D.1. Project Cleanliness

The Contractor must:

Maintain work in tidy condition, free from accumulation of waste products and debris, other than that caused by StatCan;

Remove waste materials from site at daily regularly scheduled times or dispose of as directed by StatCan. Do not burn waste materials on site;

Make arrangements with, and obtain permits from, authorities having jurisdiction for disposal of waste and debris;

Provide on-site containers for collection of waste materials and debris if required.

Dispose of all waste materials and debris off site daily;

Page 47: Statement of Work Annex A Replacement and addition of

Clean interior areas prior to start of finishing work, and maintain areas free of dust and other contaminants during finishing operations;

Store volatile waste in covered metal containers, and remove from premises at end of each working day;

Provide adequate ventilation during use of volatile or noxious substances. Use of building ventilation systems is not permitted for this purpose;

Use only cleaning materials recommended by manufacturer of surface to be cleaned, and as recommended by cleaning material manufacturer;

Schedule cleaning operations so that resulting dust, debris and other contaminants will not fall on wet, newly painted surfaces nor contaminate building systems; and

Ensure site is left in the same condition prior to work starting.

The Contractor is responsible for the delivery of waste to offsite landfill and recycling facilities.

D.2. Final Cleaning

The Contractor must:

When work is substantially performed, remove surplus products, tools, construction machinery and equipment not required for performance of remaining work,

Remove waste products and debris other than that caused by others, and leave work clean and suitable for occupancy;

Prior to final review remove surplus products, tools, construction machinery and equipment;

Remove waste products and debris;

Clean and polish glass, mirrors, hardware, wall tile, stainless steel, chrome, porcelain enamel, baked enamel, plastic laminate, and mechanical and electrical fixtures. Replace broken, scratched or disfigured glass;

Remove stains, spots, marks and dirt from decorative work, electrical and mechanical fixtures, furniture fitments, walls, and floors;

Wax, seal, shampoo or prepare floor finishes, as recommended by manufacturer;

Inspect finishes, fitments and equipment and ensure specified workmanship and operation;

Sweep and wash surfaces;

Clean equipment and fixtures to sanitary condition;

Clean or replace filters of mechanical equipment;

Remove surplus materials, excess materials, rubbish, tools and equipment; and

Remove debris and surplus materials from crawl areas and other accessible concealed spaces.

E- DEMONSTRATION AND TRAINING

E.1 ADMINISTRATIVE REQUIREMENTS

The Contractor must demonstrate operation and maintenance of equipment and systems to StatCan

personnel two weeks prior to date of final inspection. StatCan will provide list of personnel to receive

instructions, and co-ordinate their attendance at agreed-upon times.

Preparation

The Contractor must:

a. verify conditions for demonstration of the equipment, material and systems along with the training

sessions comply with requirements;

b. verify designated personnel are present;

Page 48: Statement of Work Annex A Replacement and addition of

c. ensure equipment has been inspected and put into operation in accordance with specific

sections; and

d. ensure testing, adjusting, and balancing has been performed and equipment and systems are

fully operational.

Demonstration and Instructions

The Contractor must provide administrative and operational training to StatCan staff for a total of 8 hours.

This training must be given on StatCan premises and must be given in blocks of 4 hours. The training

sessions and documents must be given in French and English.

The administrative training must include, at least, the presentation of the software customization (display

development, data entry, modification of the functionalities, etc.). This training is intended for the StatCan

staff responsible for maintenance of the system.

The operational training must at least include the presentation of the operations/functionalities that can be

carried out daily on the system in order to operate it. This training is intended for users of the system.

The training must be given two weeks prior to delivery of the system to allow StatCan to become familiar

with the system.

If all training hours are not used for this purpose, StatCan may use them for additional training once the

start-up has been completed.

E.2 ACTION AND INFORMATIONAL SUBMITTALS

The Contractor must submit schedule of time and date for demonstration of each item of equipment and

each system two weeks prior to designated dates, for StatCan and Engineer approval. The reports must

be submitted within one week after completion of demonstration, that demonstration and instructions

have been satisfactorily completed. The Contractor must give time and date of each demonstration, with

list of persons present. The Contractor is responsible for providing copies of completed operation and

maintenance manuals for use in demonstrations and instructions.

E.3 QUALITY ASSURANCE

When specified in individual Sections requiring manufacturer to provide authorized representative to

demonstrate operation of equipment and systems:

a. Instruct Owner's personnel.

b. Provide written report that demonstration and instructions have been completed.

F- CLOSE OUT

F.1 ACTION AND INFORMATIONAL SUBMITTALS

The Contractor must provide submittals in accordance with E.2 – Action and Information Submittals.

Two (2) weeks prior to the completion of the Work, submit to the Owner, two (2) final copies of operating

and maintenance manuals in English along with the as-built drawings. The contractor must also submit a

digital version (on CD/DVD, NO USB) of the documents to the Engineer and Owner.

The Contractor must provide spare parts, maintenance materials and special tools of same quality and

manufacture as products provided in Work.

Page 49: Statement of Work Annex A Replacement and addition of

The Contractor must provide evidence, if requested, for type, source and quality of products supplied.

F.1.1 FORMAT

The Contractor must organize data as instructional manual.

Binders: vinyl, hard covered, 3 'D' ring, loose leaf 219 x 279 mm with spine and face pockets.

When multiple binders are used, the Contractor must correlate data into related consistent groupings.

a. Identify contents of each binder on spine.

b. Cover: identify each binder with type or printed title 'Project Record Documents'; list title of project

and identify subject matter of contents.

The Contractor must arrange content by systems, under Section numbers and sequence of Table of

Contents.

The Contractor must provide tabbed fly leaf for each separate product and system, with typed description

of product and major component parts of equipment.

a. Text: manufacturer's printed data, or typewritten data.

b. Drawings: provide with reinforced punched binder tab.

Bind in with text; fold larger drawings to size of text pages.

The Contractor must provide the CAD file, scale (1:1) (.dwg), on CD.

F.1.2 CONTENTS - PROJECT RECORD DOCUMENTS

a. Table of Contents for Each Volume: provide title of project.

Date of submission, names.

Addresses, and telephone numbers of the Engineer and Contractor with name of responsible parties.

Schedule of products and systems, indexed to content of volume.

b. For each product or system:

List names, addresses and telephone numbers of subcontractors and suppliers, including local source of supplies and replacement parts.

c. Product Data: mark each sheet to identify specific products and component parts, and data

applicable to installation; delete inapplicable information.

d. Drawings: supplement product data to illustrate relations of component parts of equipment and

systems, to show control and flow diagrams.

e. Typewritten Text: as required to supplement product data.

f. Provide logical sequence of instructions for each procedure, incorporating manufacturer's

instructions specified in Section 01 45 00 - Quality Control.

g. Training: refer to Section 01 79 00 - Demonstration and Training.

F.1.3 AS-BUILT DOCUMENTS AND SAMPLES

Page 50: Statement of Work Annex A Replacement and addition of

The Contractor must maintain, in addition to requirements in General Conditions, at site one record copy

of:

a. Contract Drawings.

b. Specifications.

c. Addenda.

d. Change Orders and other modifications to Contract.

e. Reviewed shop drawings, product data, and samples.

f. Field test records.

g. Inspection certificates.

h. Manufacturer's certificates.

The Contractor must store record documents and samples in field office apart from documents used for

construction.

a. Provide files, racks, and secure storage.

The Contractor must label record documents and file in accordance with Section number listings in List of

Contents of this Project Manual.

a. Label each document "PROJECT RECORD" in neat, large, printed letters.

The Contractor must maintain record documents in clean, dry and legible condition.

a. Do not use record documents for construction purposes.

The Contractor must keep record documents and samples available for inspection by the Engineer.

F.1.4 RECORDING INFORMATION ON PROJECT RECORD DOCUMENTS

The Contractor must record information on set of black line opaque drawings, issued by the Engineer.

The Contractor must use felt tip marking pens, maintaining separate colours for each major system, for

recording information.

The Contractor must record information concurrently with construction progress.

a. Do not conceal Work until required information is recorded.

Contract Drawings and shop drawings: The Contractor must mark each item to record actual construction,

including:

a. Measured depths of elements of foundation in relation to finish first floor datum.

b. Measured horizontal and vertical locations of underground utilities and appurtenances,

referenced to permanent surface improvements.

c. Measured locations of internal utilities and appurtenances, referenced to visible and accessible

features of construction.

d. Field changes of dimension and detail.

e. Changes made by change orders.

f. Details not on original Contract Drawings.

g. References to related shop drawings and modifications.

Specifications: The Contractor must mark each item to record actual construction, including:

a. Manufacturer, trade name, and catalogue number of each product actually installed, particularly

optional items and substitute items.

b. Changes made by Addenda and change orders.

Page 51: Statement of Work Annex A Replacement and addition of

Other Documents: The Contractor must maintain manufacturer's certifications, inspection certifications,

and field test records, required by individual specifications sections.

The Contractor must provide digital photos, if requested, for site records.

F.1.5 EQUIPMENT AND SYSTEMS

Panel board circuit directories: the Contractor must provide electrical service characteristics, controls, and

communications.

The Contractor must include installed colour coded wiring diagrams.

Operating Procedures: The Contractor must include start-up, break-in, and routine normal operating

instructions and sequences.

a. Include regulation, control, stopping, shut-down, and emergency instructions.

b. Include summer, winter, and any special operating instructions.

Maintenance Requirements: The Contractor must include routine procedures and guide for trouble-

shooting; disassembly, repair, and reassembly instructions; and alignment, adjusting, balancing, and

checking instructions.

The Contractor must

provide servicing and lubrication schedule, and list of lubricants required.

include manufacturer's printed operation and maintenance instructions.

include sequence of operation by controls manufacturer.

provide original manufacturer's parts list, illustrations, assembly drawings, and diagrams required for maintenance.

provide installed control diagrams by controls manufacturer.

provide Contractor's co-ordination drawings, with installed colour coded piping diagrams.

include test reports as specified in Section Quality Control.

Additional requirements: as specified in individual specification sections.

F.1.6 MATERIALS AND FINISHES

Building products, applied materials, and finishes: the Contractor must include product data, with

catalogue number, size, composition, and colour and texture designations.

The Contractor must provide information for re-ordering custom manufactured products.

The Contractor must provide instructions for cleaning agents and methods, precautions against

detrimental agents and methods, and recommended schedule for cleaning and maintenance.

Moisture-protection and weather-exposed products: the Contractor must include manufacturer's

recommendations for cleaning agents and methods, precautions against detrimental agents and

methods, and recommended schedule for cleaning and maintenance.

Additional requirements: as specified in individual specifications sections.

F.1.7 MAINTENANCE MATERIALS

Spare Parts:

Page 52: Statement of Work Annex A Replacement and addition of

If applicable, the Contractor must provide spare parts, in quantities specified in individual specification

sections. The Contractor must provide items of same manufacture and quality as items in work. The

Contractor must deliver to location as directed, place and store. The Contractor must receive and

catalogue items.

Submit inventory listing to the Owner.

Include approved listings in Maintenance Manual.

The Contractor must obtain receipt for delivered products and submit prior to final payment.

Special Tools:

The Contractor must provide special tools, in quantities specified in individual specification section. The

Contractor must provide items with tags identifying their associated function and equipment. Special tools

are to be delivered to and stored at the work location, as directed. The Contractor must receive and

catalogue items.

Submit inventory listing to the Owner.

Include approved listings in Maintenance Manual.

F.1.8 WARRANTIES AND BONDS

The Contractor must develop warranty management plan to contain information relevant to Warranties.

The warranty management plan must be submitted, to the Engineer and StatCan, fifteen (15) days before

completion. The warranty management plan must include required actions and documents to assure that

the Owner receives warranties to which it is entitled. The Contractor must provide plan in narrative form

and contain sufficient detail to make it suitable for use by future maintenance and repair personnel.

The Contractor must assemble approved information in binder, submit upon acceptance of work and

organize binder as follows:

a. Separate each warranty or bond with index tab sheets keyed to Table of Contents listing.

b. List subcontractor, supplier, and manufacturer, with name, address, and telephone number of

responsible principal.

c. Obtain warranties and bonds, executed in duplicate by subcontractors, suppliers, and

manufacturers, within ten days after completion of applicable item of work.

d. Verify that documents are in proper form, contain full information, and are notarized.

e. Retain warranties and bonds until time specified for submittal.

f. Except for items put into use with Owner's permission, leave date of beginning of time of warranty

until Date of completion of the Work is determined.

The Contractor must include information contained in warranty management plan as follows:

a. Roles and responsibilities of personnel associated with warranty process, including points of

contact and telephone numbers within the organizations of Contractors, subcontractors,

manufacturers or suppliers involved.

b. Provide list for each warranted equipment, item, and feature of construction or system indicating:

Name of item or system.

Model and serial numbers.

Location where installed.

Name and phone numbers of manufacturers or suppliers.

Page 53: Statement of Work Annex A Replacement and addition of

Warranties and terms of warranty: include one-year overall warranty of construction. Indicate items that have extended warranties and show separate warranty expiration dates.

Cross-reference to warranty certificates as applicable.

Starting point and duration of warranty period.

Summary of maintenance procedures required to continue warranty in force.

Cross-Reference to specific pertinent Operation and Maintenance manuals.

Organization, names and phone numbers of persons to call for warranty service.

Typical response time and repair time expected for various warranted equipment.

c. Procedure and status of tagging of equipment covered by extended warranties.

d. Post copies of instructions near selected pieces of equipment where operation is critical for

warranty and/or safety reasons.

The Contractor must respond in timely manner to oral or written notification of required construction

warranty repair work. Written verification is to follow oral instructions. Failure to respond will be cause for

StatCan to proceed with action against Contractor.

F.2 Closeout Procedures

F.2.1 Administrative Requirements

Acceptance of Work Procedures:

Contractor's Inspection: The Contractor must conduct inspection of work, identify deficiencies and

defects, and repair as required to conform to Contract.

a. Notify the Engineer in writing of satisfactory completion of Contractor's inspection and submit

verification that corrections have been made.

b. Request Engineer inspection.

Engineer’s inspection:

a. The Engineer and Contractor to inspect Work and identify defects and deficiencies s.

b. The Contractor to correct Work as directed.

Completion Tasks: The Contractor must submit written certificates in English that tasks have been

performed as follows:

a. Work: completed and inspected for compliance with Contract Documents.

b. Defects: corrected and deficiencies completed.

c. Equipment and systems: tested, adjusted as described in section 01 45 00 and fully operational.

d. Certificates required by Fire Commissioner: submitted.

e. Operation of systems: demonstrated to Owner's personnel.

f. Commissioning of the systems: completed in accordance with the documents and copies of final

Commissioning Report submitted.

g. The system must be completely functional, programmed and tested by the users of the system.

Final Inspection

a. When completion tasks are done, the Contractor must request final inspection of work by the

Engineer and StatCan.

b. When work is incomplete according to StatCan and Engineer, the Contractor must complete

outstanding items and request re-inspection.

Page 54: Statement of Work Annex A Replacement and addition of

If during the period of acceptance testing, the Engineer finds that the Contractor has not carried out the

tests as instructed, the Engineer will stop testing. The Contractor must perform the required tests and

schedule another visit with the Engineer. The Contractor will be responsible for costs associated with this

defect.

F.3 Reports

The Contractor must submit one (1) copy of all inspection and test reports each to the Engineer and StatCan, no later than two (2) weeks after the end of the work.

5. Contractor Responsibilities

For the work performed outside normal business hours, the Contractor must provide 24 hours’ notice, to allow StatCan sufficient time to arrange for security escorts. The Contractor must designate submittals and delivery dates for each product in progress schedule. The Contractor must review shop drawings, product data, samples, and other submittals. The Contractor must submit notification, to StatCan and the Engineer, of observed discrepancies or problems anticipated due to non-conformance with Contract. The Contractor must arrange for transport, receive and unload materials/products at site. The Contractor must handle products at site, including uncrating and storage. Products must be protected from damage and from exposure to elements. The Contractor must assemble, install, connect, adjust, and finish products. The Contractor must provide installation inspections required by public authorities. The Contractor must repair or replace items damaged on site. The Contractor must provide all administrator passwords to StatCan. The Contractor must coordinate its work with other works done by StatCan. The Contractor must provide a copy of all paperwork, pertaining to test results, inspections, approvals, etc., in paper copy, to StatCan, prior to project close out.