november 21, 2017 - huron-superior catholic district … · 2017-11-21 · date november 21, 2017...

New Joint Catholic School Project for the H-SCDSB and CSCN-O Espanola, Ontario

Section 00 90 00.06

ADDENDUM 06

of 4

DATE November 21, 2017

PART 1 - GENERAL

.1 Insert this Addendum in Section 00900 of the Specifications

.2 This Addendum has been issued prior to tender closing to provide revisions/clarifications to the Contract Documents.

.3 Such revisions shall become part of the Contract Documents and shall change the original contract documents only in the manner and extent stated.

.4 Should the instructions provided herein conflict with the requirements included in the previously issued contract documents or Addendum, these instructions shall supersede.

.5 No consideration will be allowed for extras due to the tenderer or any sub-contractor, supplier or the like, not being familiar with this Addendum.

.6 Bidders shall acknowledge receipt of this Addendum in the space provided in the Tender Form.

PART 2 – CONTRACT DOCUMENTS

2.1 Volume 1 Drawings .1 Refer to Drawing e0.1 – Electrical Equipment Schedule and modify light fixture Type M to suit revisions to higher CRI and paint finish as indicated within bubbled area of attached revision drawing ADD6-E1.

.2 Refer to Drawing m0.1 – Mechanical Schedules & Details – Plumbing & VRV .1 Refer to the VRV Notes and REVISE items as indicated

within bubbled area of attached revision drawing ADD05-m1.

.3 Refer to Drawings m4.01 – Level 1 HVAC Plan and m4.02 – Level 2 HVAC Plan and revise HVAC General Notes Item #4 to read as follows: .1 “4. All Supply Air Ductwork is required to be externally

insulated to the point of diffusion. This includes FA ductwork from ERV units and SA ductwork from AHU units and EV (Fan Coil) Units. All exterior ductwork (SA/RA) and FA/EA ductwork also require insulation. Refer to specifications for additional information.”

2.2 Volume 2 Specifications Divisions 00-07

.1 Replace existing section: “00 01 11-r4 – Table of Contents” with new section “00 01 11-r5 – Table of Contents” appended to this addendum: .1 Revise various spec sections to reflect current revision

numbers as modified by this addendum.

.2 Replace existing section: “00 21 13-r2 - Instruction To Bidders” with new section “00 21 13-r3 - Instruction To Bidders” appended to this addendum.


Section 00 90 00.06

ADDENDUM 06

of 4

Date for closing and issuing the tender registration list revised.




.2 Replace existing section: “09 30 13 - Ceramic and Porcelain Tiling” with new section “09 30 13-r1 - Ceramic and Porcelain Tiling” appended to this addendum. .1 Misc. revisions.

.3 Replace existing section: “09 51 13 - Acoustical Panel Ceilings” with new section “09 51 13-r1 - Acoustical Panel Ceilings” appended to this addendum. .1 Misc. revisions.

.4 Replace existing section: “09 65 16-r1 - Resilient Sheet Flooring” with new section “09 65 16-r2 - Resilient Sheet Flooring” appended to this addendum. .1 Misc. revisions.

.5 Replace existing section: “10 22 26-r1 - Folding Panel Partitions” with new section “10 22 26-r2 - Folding Panel Partitions” appended to this addendum. .1 Misc. revisions.

.6 Replace existing section: “10 51 13-r2 - Metal Lockers” with new section “10 51 13-r3 - Metal Lockers” appended to this addendum. .1 Additional Manufacturer listed




.2 Refer to “23 07 13r1 – Duct Insulation” and modify article 1.1.2 in Section 1.1 SUMMARY as follows: “.2 This section covers the insulation of the following:

.1 Ducts & Plenums Exposed to Outside Air Temperatures

.2 Fresh Air Duct (From ERV Units)

.3 Supply Air Duct (From AHU Units and EV (Fan Coil Units)

.4 Acoustic Duct Liner (Supplied and Installed by ductwork contractor)

.5 All Supply Air and Fresh Air Ductwork to be externally insulated to the point of diffusion.”

.3 Refer to “23 07 13r1 – Duct Insulation” and modify article 2.2.6 in Section 2.2 INSULATION as follows: “.6 Supply Air & Fresh Air Ducts:


Section 00 90 00.06

ADDENDUM 06

of 4

.1 Supply Air Ductwork (AHU, ERV, EV (Fan Coil)

discharge ductwork): 1-1/2” glass mineral wool insulation and acoustical insulation complete with white metallized polypropylene scrim kraft jacket; Mason Alley Wrap PSK. Minimum duct insulation R-Value of 3.5. For exposed ductwork requiring field painted finish use 1” Manson AK Board FSK. Minimum duct insulation R-Value of 3.5.”

.4 Replace section “26 09 43-r1 – Networked Lighting Control System” with new section “26 09 43-r2 – Networked Lighting Control System” appended to this addendum. .1 Updates made to suit standard of acceptance for Consultant

approved alternate lighting control manufacturer “Wattstopper DLM” and additional updates/clarifications.

.5 Replace section “26 50 00 – Lighting” with new section “26 50 00-r1 – Lighting” appended to this addendum. .1 Updates have been made to suit standard of acceptance for

Consultant approved alternate light fixture manufacturers.

.6 Replace section “27 51 16 – Public Address and Mass Notifications System” with new section “27 51 16-r1 – Public Address and Mass Notifications Systems” appended to this addendum. .1 Updates have been made to suit system commissioning and

physical installation completion timeline requirement to ensure coordination time prior to start of school to commission the system with all stakeholders and their associated IT departments.

PART 3 - APPENDICIES

3.1 Structural Addendum .1 Refer to the attached Structural Addendum No.S3 and incorporate all into the project scope of work, including: .1 One 8.5 x 11 sheet and

PART 4 - QUERIES

4.1 Questions .1 Is building permit fee part of this contract? .1 The building permit fee is paid by the owner and not part of

this contract. The Owner has submitted to the local building authority, the building permit application with the building permit fee. The tenderer will not pay the building permit application fee. This does not relieve the contractor from their responsibilities to coordinate with the building authorities.

.2 What are the requirements for the coordination of penetrations through the floors? .1 Refer to Specification 03 41 13 Pre-Cast Concrete

Hollowcore Planks Item 1.5 Action and Informational Submittals.

.2 Refer to Specification 21 05 01 Common Work Results for


Section 00 90 00.06

ADDENDUM 06

of 4

Mechanical Item 3.4 Coordination of Penetrations with Pre-cast Concrete.

.3 Refer to Specification 03 41 13 Common Work Results Electrical Item 3.12 Coordination of Services and Penetrations with Pre-cast Concrete.

PART 5 - ATTACHMENTS

Reference Number

Name/Description Size Pages

1. ADD6-E1 – Part of e0.1 11x17 1

2. ADD6-m1 – Part of m0.1 11x17 1

3. 00 01 11-r5 – Table of Contents 8.5 x 11 8

4. 00 21 13-r3 - Instruction To Bidders 8.5 x 11 14

5. 09 30 13-r1 - Ceramic and Porcelain Tiling 8.5 x 11 10

6. 09 51 13-r1 - Acoustical Panel Ceilings 8.5 x 11 4

7. 09 65 16-r2 - Resilient Sheet Flooring 8.5 x 11 6

8. 10 22 26-r2 - Folding Panel Partitions 8.5 x 11 6

9. 10 51 13-r3 - Metal Lockers 8.5 x 11 2

10. 26 09 43-r2 – Networked Lighting Control System 8.5x11 18

11. 26 50 00-r1 – Lighting 8.5x11 4

12. 27 51 16-r1 – Public Address and Mass Notification System 8.5x11 4

13. Structural Addendum – S3 8.5x11 1 END OF SECTION

14

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Dwg. Name:

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Date:

Scale:

Project. Name:

Checked by:

Drawn by:

Dwg. No.:

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revision

421 Bay Street, Suite 507, Sault Ste. Marie Ont. Ca.

Tele: (705) 949-5291 - Email: [email protected]

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Lithonia/Acuity

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P

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REAL6 D6 ?? ESL 1000L 40K .60SC LC6LED

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As Req'd

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LED recessed downlight, 6" diameter, 120V, 11W (approx 1000 lumens), 4000K, new construction housing kit, 6" LED module c/w electronic line voltage dimmable (ELV) driver, for mounting in drywall as indicated on the drawings, CSA certified c/w polycarbonate microprism lens underlay, finishes in different locations to be selected by Architect at a later date from standard range of manufacturer finishes.

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Gotham/Acuity

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P1

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EVO 41/10 6?? ??? 120 ELR (AS REQ'D)

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As Req'd

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Architectural LED Decorative downlight, 6" diameter, 120V, 12W (approx 1000 lumens), 4000K, 0-10V LED full range 0-10V LED dimming driver down to 1%, for mounting in drywall, CSA certified c/w decorative glass insert (closed disk or ring) and trim to be selected by Architect at a later date.

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Gotham/Acuity

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P3

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EVO 41/18 6DFD 120

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As Req'd

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LED Shower Light downlight, 6" diameter, 120V, 31W (approx 1800 lumens), 4000K, dead front drop trip, 0-10V LED dimming driver, for mounting in drywall and CSA certified.

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As Req'd

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Acuity Brands

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M

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LED High Bay, 15-3/4"W x 45"L, 120V, 4000K, 147 input watts, minimum of 80 CRI, medium distribution, approx 12000 delivered lumens with light levels based on 92% LMF at 60,000 hrs, semi-diffuse acrylic lens tested in conformance with CAN/ULC-S102-M, standard 0-10V lens tested in conformance with CAN/ULC-S102-M, standard 0-10V tested in conformance with CAN/ULC-S102-M, standard 0-10V , standard 0-10V standard 0-10V LED dimming driver, c/w integrated cord for modular 120V twist lock plug by Div. 26 in the field, matte black finish or custom black finish if not from manufacturer's standard range; surface mounted to structure above or with suspension mounting kit where required to suit final elevation A.F.F. and installation method to be coordinated by Div. 26 contractor, CSA certification and 5 year limited warranty of LED array, drivers and integral control devices, LED array failure based on 15% of LED's failing in one array.

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IBH 12000LM SD080 MD 120 OZ10 40K 80CRI CS93W MB

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Pendant Mounted Cylinder LED downlight, 8" outside diameter and 20" high cylinder, 120V, 33W 4000K LED lamping, approx 2850 lumens output, white translucent cylinder, integral electronic LED 0-10V dimming driver, suspension mounted with on-site adjustable suspension cable, CSA certified, and custom or standard finish to be determined by Architect during shop drawing review.

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AR142-L1W30r1-120V-??-SPG

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Luminis

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As Req'd

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H

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P4

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Recessed LED puck light fixture, 2-3/8" outside diameter, diecast aluminum housing with spun aluminum trim, 3.7W round adjustable 40° LED flood in 3000K 90 CRI warm white output, 120V, LED driver(s) as required to suit number of fixtures at each cabinet/niche lighting locationindicated, mount LED drivers in accessible space above S.A.T. and provide concealed wiring connection to display cases coordinated with final millwork shop drawings.

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Con-Tech

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PA3F30K-S

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As Req'd

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Drivers & Accessories: to suit installation method.

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Lithonia/Acuity

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P2

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REAL6 D6 ?? ESL 1000L 40K .60SC LC6LED

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As Req'd

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LED recessed downlight, 6" diameter, 120V, 8W (approx 600 lumens), 4000K, new construction housing kit, 6" LED module c/w electronic line voltage dimmable (ELV) driver, for mounting in drywall as indicated on the drawings, CSA certified c/w polycarbonate microprism lens underlay, finishes in different locations to be selected by Architect at a later date from standard range of manufacturer finishes.

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As Req'd

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6

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ADD

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6

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ADD

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Quantity

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Catalogue No.

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Manufacturer

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Description

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Tag

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Luminaires

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This work is copywritten to IDEA inc. 2017 and may not to be reproduced without written permission.

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Not to be used for construction unless

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sealed and signed by the Architect or Engineer

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All measurements to be confirmed in field by Contractor. Errors & omissions to be reported to Architect or Engineer prior to proceeding with work. Responsibility for coordination of all work remains with General Contractor


Section 00 01 11-r5 LIST OF CONTENTS

Page 1 of 8

Section Rev Title Consultant Pages

VOLUME 2 – DIV. 00-07 SPECIFICATIONS Division 00 – Procurement Requirements

00 01 07 0 SEALS PAGE ALL 5

00 01 11 5 TABLE OF CONTENTS EPOH-A 8

00 01 15 2 LIST OF CONTRACT DRAWINGS EPOH-A 9

00 21 13 3 INSTRUCTIONS TO BIDDERS EPOH-A/ CSCNO

13

00 21 15 0 ESPANOLA PAST PROJECT EVALUATION FORM CSCNO 1

00 41 13 0 TENDER FORM EPOH-A 3

00 41 13a1 0 TENDER FORM - APPENDIX A1 (List of Sub-trades – Primary)

EPOH-A 2

00 41 13a2 0 TENDER FORM - APPENDIX A2 (List of Sub-trades – Supplemental)

EPOH-A 2

00 41 13b1 1 TENDER FORM - APPENDIX B (Separate Alternate and Identified Prices)

EPOH-A 10

00 60 00 0 BONDING REQUIREMENTS EPOH-A 2

00 73 00 0 CSCNO SUPPLEMENTARY GENERAL CONDITIONS CSCNO 9

00 73 10 0 SUPPLEMENTARY GENERAL CONDITIONS EPOH-A 9

00 90 00 0 ADDENDA EPOH-A 1

Division 01 – Contract Requirements

01 11 00 a 0 SUMMARY OF WORK EPOH-A 5

01 14 00 0 WORK RESTRICTIONS EPOH-A 2

01 21 00 1 ALLOWANCES EPOH-A 2

01 23 10 1 SEPARATE ALTERNATE AND IDENTIFIED PRICES EPOH-A 7

01 29 00 0 PAYMENT PROCEDURES EPOH-A 5

01 29 00a 0 SCHEDULE OF VALUES SAMPLE EPOH-A 9

01 29 83 0 PAYMENT PROCEDURES FOR TESTING LABORATORY SERVICES

EPOH-A 5

01 31 19 0 PROJECT MANAGEMENT AND COORDINATION EPOH-A 12

01 32 16 0 CONSTRUCTION PROGRESS SCHEDULE EPOH-A 5

01 33 00 0 SUBMITTAL PROCEDURES EPOH-A 11

01 34 00 0 SUBSTITUTION OR ALTERNATE, PROCEDURES EPOH-A 5

01 35 29 0 HEALTH AND SAFETY REQUIREMENTS EPOH-A 3

01 45 00 0 QUALITY CONTROL EPOH-A 10

01 51 00 0 TEMPORARY UTILITIES EPOH-A 3

01 52 00 0 CONSTRUCTION FACILITIES EPOH-A 5

01 56 00 0 TEMPORARY BARRIERS AND ENCLOSURES EPOH-A 3

01 61 00 0 COMMON PRODUCT REQUIREMENTS EPOH-A 5

01 71 00 0 EXAMINATION AND PREPARATION EPOH-A 3

01 73 00 0 EXECUTION EPOH-A 2

01 74 11 0 CLEANING EPOH-A 3

01 74 21 0 WASTE MANAGEMENT AND DISPOSAL EPOH-A 12

01 77 00 0 CLOSEOUT PROCEDURES EPOH-A 8

01 78 00 0 CLOSEOUT SUBMITTALS EPOH-A 8

01 79 00 0 DEMONSTRATION AND ACCEPTANCE EPOH-A 2

01 91 13 0 GENERAL COMMISSIONING REQUIREMENTS EPOH-A 9

01 91 31 0 COMMISSIONING: PLAN EPOH-A 7

01 91 41 0 COMMISSIONING: TRAINING EPOH-A 3

01 91 51 0 BUILDING MANAGEMENT MANUAL EPOH-A 3



Page 2 of 8


Division 02 Existing Conditions

NA NA

Division 03 - Concrete

03 10 00 0 CONCRETE FORMING AND ACCESSORIES WSP-S 5

03 20 00 0 CONCRETE REINFORCING WSP-S 5

03 30 00 0 CAST-IN-PLACE CONCRETE WSP-S 11

03 41 13 0 PRECAST CONCRETE HOLLOWCORE PLANKS WSP-S 6

03 45 00 0 PRECAST ARCHITECTURAL CONCRETE EPOH-A 5

Division 04 - Masonry

04 05 00 0 COMMON WORK RESULTS FOR MASONRY WSP-S EPOH-A

7

04 05 12 0 MASONRY MORTAR AND GROUT WSP-S EPOH-A

7

04 05 19 1 MASONRY ANCHORAGE AND REINFORCING WSP-S EPOH-A

6

04 05 23 0 MASONRY ACCESSORIES EPOH-A 4

04 21 13 0 EXTERIOR UNIT MASONRY EPOH-A 8

04 22 00 0 CONCRETE UNIT MASONRY WSP-S EPOH-A

8

Division 05 - Metals

05 12 23 0 STRUCTURAL STEEL FOR BUILDINGS WSP-S 12

05 21 00 0 STEEL JOIST FRAMING WSP-S 8

05 31 00 0 STEEL DECKING WSP-S 3

05 41 00 0 STRUCTURAL METAL STUD FRAMING EPOH-A 8

05 50 00 0 METAL FABRICATIONS EPOH-A 6

05 51 29 0 METAL STAIRS AND RAILINGS EPOH-A 5

Division 06 - Wood, Plastics, and Composites

06 10 00 0 ROUGH CARPENTRY EPOH-A 6

06 20 00 0 FINISH CARPENTRY EPOH-A 9

06 40 00 0 ARCHITECTURAL WOODWORK EPOH-A 11

Division 07 - Thermal and Moisture Protection

07 16 19 0 CRYSTALLINE LIQUID WATERPROOFING EPOH-A 5

07 21 13 0 THERMAL INSULATION EPOH-A 7

07 21 29 1 SPRAYED INSULATION - POLYURETHANE FOAM EPOH-A 6

07 26 00 0 VAPOUR RETARDERS EPOH-A 3

07 27 00 1 AIR-VAPOUR BARRIERS EPOH-A 7

07 42 43 0 COMPOSITE METAL WALL PANELS EPOH-A 10

07 46 13 0 PREFORMED METAL SIDING EPOH-A 5

07 51 13 2 BUILT-UP ASPHALT ROOFING, HOT APPLIED EPOH-A 14

07 54 19 3 PVC MEMBRANE ROOFING EPOH-A 15

07 57 00 1 MECHANICAL ROOM WATERPROOFING EPOH-A 4

07 62 00 0 SHEET METAL FLASHING AND TRIM EPOH-A 5

07 81 00 0 APPLIED FIREPROOFING EPOH-A 7

07 84 00 0 FIRE STOPPING EPOH-A 7

07 92 00 0 JOINT SEALANTS EPOH-A 7

07 92 10 0 JOINT SEALANTS – COLOUR GUIDE EPOH-A 1



Page 3 of 8


VOLUME 3 – DIV. 08-16 SPECIFICATIONS

Division 00 - Procurement and Contracting Requirements

00 01 07 0 SEALS PAGE All 5

00 01 11 0 TABLE OF CONTENTS All 8

Division 08 - Openings

08 11 00 0 METAL DOORS AND FRAMES EPOH-A 8

08 11 16 0 ALUMINUM PARTITON SYSTEMS EPOH-A 6

08 14 16 0 FLUSH WOOD DOORS EPOH-A 4

08 31 00 1 ACCESS DOORS - MECHANICAL & ELECTRICAL EPOH-A 2

08 33 23 1 OVERHEAD COILING DOORS AND GRILLES EPOH-A 4

08 36 13 1 SECTIONAL METAL DOORS EPOH-A 8

08 44 13 0 GLAZED ALUMINUM CURTAIN WALLS EPOH-A 12

08 52 00 0 ALUMINUM WINDOWS EPOH-A 6

08 71 00 0 DOOR HARDWARE AHM 7

08 71 10 0 HARDWARE SCHEDULE AHM 47

08 80 50 0 GLAZING EPOH-A 8

Division 09 - Finishes

09 21 16 0 GYPSUM BOARD ASSEMBLIES EPOH-A 9

09 22 16 0 NON-STRUCTURAL METAL FRAMING EPOH-A 3

09 30 13 0 CERAMIC AND PORCELAIN TILING EPOH-A 10

09 51 13 1 ACOUSTICAL PANEL CEILINGS EPOH-A 4

09 53 00 0 ACOUSTICAL SUSPENSION EPOH-A 3

09 65 16 2 RESILIENT SHEET FLOORING EPOH-A 6

09 65 19 0 RESILIENT TILE FLOORING EPOH-A 5

09 80 00 1 ACOUSTIC TREATMENT EPOH-A 3

09 91 13 0 EXTERIOR PAINTING EPOH-A 12

09 91 23 0 INTERIOR PAINTING EPOH-A 14

09 97 19 0 PAINTING EXTERIOR METAL SURFACES EPOH-A 6

Division 10 - Specialties

10 11 16 0 MARKERBOARDS AND TACKBOARDS EPOH-A 4

10 21 13 0 PLASTIC TOILET COMPARTMENTS EPOH-A 4

10 22 26 2 FOLDING PANEL PARTITION EPOH-A 6

10 28 10 0 TOILET AND BATH ACCESSORIES EPOH-A 5

10 35 00 1 MANUFACTURED SPECIALTIES EPOH-A 6

10 44 16 0 FIRE EXTINGUISHERS AND SAFETY BLANKETS EPOH-A 2

10 51 13 3 METAL LOCKERS EPOH-A 3

10 75 00 0 FLAGPOLES DE 3

Division 11 - Equipment

11 68 33 0 ATHLETIC FIELD EQUIPMENT AND PLAY STRUCTURES DE 37

Division 12 - Furnishings

NA NA Division 13 - Special Construction

NA NA Division 14 - Conveying Equipment



Page 4 of 8


14 20 06 0 PASSENGER ELEVATORS EPOH-A 18

Division 15 - Appendices

15 00 00 0 BUILDING INFORMATION SUMMARY EPOH-A 17

15 50 00 0 GEOTECH REPORT - FINAL EXP 82

Division 16 - Schedules

16 01 00 0 ROOM FINISH SCHEDULE (11x17) EPOH-A 7

16 11 00 0 DOOR AND SCREEN SCHEDULE (11x17) EPOH-A 6

16 21 00 1 SPECIALTIES SCHEDULE (11x17) EPOH-A 8

16 31 00 0 FFE SCHEDULE – PRODUCT LIST (11x17) EPOH-A 4



Page 5 of 8


VOLUME 4 – DIVISIONS 21 - 33

Division 00 - Procurement and Contracting Requirements

00 01 07 0 SEALS PAGE All 5

00 01 11 0 TABLE OF CONTENTS All 8

Division 21 – Mechanical

21 05 01 0 COMMON WORK RESULTS FOR MECHANICAL EPOH-M 16

21 05 05 0 COMMON WORK RESULTS FOR FIRE SUPPRESSION SYSTEMS

EPOH-M 9

21 07 16 0 THERMAL INSULATION FOR EQUIPMENT EPOH-M 6

21 07 19 0 THERMAL INSULATION FOR PIPING EPOH-M 11

21 13 13 0 WET PIPE SPRINKLER SYSTEMS EPOH-M 21

Division 22 - Plumbing

22 11 16 0 DOMESTIC WATER PIPING COPPER EPOH-M 7

22 11 16.01 0 DOMESTIC WATER PIPING PEX EPOH-M 4

22 13 17 0 DRAINAGE WASTE AND VENT PIPING - CAST IRON AND COPPER

EPOH-M 4

22 13 18 0 DRAINAGE WASTE AND VENT PIPING - PLASTIC EPOH-M 4

22 13 19 0 LABORATORY WASTE AND VENT PIPING EPOH-M 4

22 30 05 0 DOMESTIC WATER HEATERS EPOH-M 3

22 42 00 0 COMMERCIAL PLUMBING FIXTURES EPOH-M 3

22 42 01 0 PLUMBING SPECIALTIES AND ACCESSORIES EPOH-M 6

Division 23 - Heating, Ventilating and Air-Conditioning (HVAC)

23 01 31 0 AIR DUCT CLEANING FOR HVAC SYSTEMS EPOH-M 8

23 05 01 0 USE OF HVAC SYSTEMS DURING CONSTRUCTION EPOH-M 1

23 05 05 0 INSTALLATION OF PIPEWORK EPOH-M 10

23 05 13 0 COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT

EPOH-M 4

23 05 16 0 EXPANSION FITTINGS AND LOOPS FOR HVAC PIPING EPOH-M 4

23 05 17 0 PIPE WELDING EPOH-M 3

23 05 19.01 0 THERMOMETERS AND PRESSURE GAUGES - PIPING SYSTEMS

EPOH-M 3

23 05 23 0 VALVES EPOH-M 15

23 05 29 0 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT

EPOH-M 7

23 05 53.01 0 MECHANICAL IDENTIFICATION EPOH-M 7

23 05 93 0 TESTING, ADJUSTING AND BALANCING FOR HVAC EPOH-M 7

23 05 94 0 PRESSURE TESTING OF DUCTED AIR SYSTEMS EPOH-M 3

23 07 13 0 DUCT INSULATION EPOH-M 5

23 08 01 0 PERFORMANCE VERIFICATION MECHANICAL PIPING SYSTEMS

EPOH-M 4

23 08 02 0 CLEANING AND START-UP OF MECHANICAL PIPING SYSTEMS

EPOH-M 3

23 21 13.02 0 HYDRONIC SYSTEMS: STEEL EPOH-M 4

23 21 13.03 0 PRESS JOINT PIPING SYSTEMS HYDRONIC SYSTEMS EPOH-M 3

23 21 13.04 0 HYDRONIC SYSTEMS: VICTAULIC EPOH-M 9

23 21 14 0 HYDRONIC SPECIALTIES EPOH-M 4

23 21 23 0 HYDRONIC PUMPS EPOH-M 8



Page 6 of 8


23 23 00 0 REFRIGERANT PIPING EPOH-M 3

23 31 13.01 0 METAL DUCTS - LOW PRESSURE TO 500 PA EPOH-M 6

23 33 00 0 AIR DUCT ACCESSORIES EPOH-M 4

23 33 14 0 DAMPERS EPOH-M 6

23 33 46 0 FLEXIBLE DUCTS EPOH-M 3

23 34 00 0 HVAC FANS EPOH-M 5

23 44 00 0 HVAC AIR FILTRATION EPOH-M 5

23 52 00 0 HEATING BOILERS EPOH-M 14

23 64 23 0 AIR-COOLED WATER CHILLERS EPOH-M 10

23 73 10 0 OUTDOOR AIR HANDLING UNITS EPOH-M 9

23 81 40 0 COOLING SPLIT SYSTEM (AIR SOURCE) EPOH-M 11

23 82 33.02 0 FORCE FLOW HEATERS EPOH-M 3

23 82 39 0 UNIT HEATERS EPOH-M 3

23 83 16 0 RADIANT HEATING HYDRONIC PIPING EPOH-M 4

Division 25 – Automation

25 05 01 1 BAS GENERAL REQUIREMENTS EPOH -M 14

25 05 50 0 BUILDING AUTOMATION SYSTEM EPOH -M 14

Division 26 - Electrical

26 05 00 0 COMMON WORK RESULTS FOR ELECTRICAL EPOH - E 10

26 05 11 0 DIRECT BURIED AND CONCRETE ENCASED DUCTBANKS

EPOH - E 5

26 05 14 0 POWER CABLE AND OVERHEAD CONDUCTORS (OVER 1000V)

EPOH - E 2

26 05 21 0 WIRES AND CABLES (0-1000 V) EPOH - E 4

26 05 28 0 GROUNDING EPOH - E 3

26 05 29 0 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS EPOH - E 2

26 05 31 0 SPLITTERS, JUNCTION, PULL BOXES AND CABINETS EPOH - E 2

26 05 32 0 OUTLET BOXES, CONDUIT BOXES AND FITTINGS EPOH - E 4

26 05 34 0 CONDUITS, CONDUIT FASTENINGS AND CONDUIT FITTINGS

EPOH - E 5

26 05 37 0 SURFACE NON-METALLIC RACEWAYS EPOH - E 2

26 05 43 0 INSTALLATION OF CABLES IN TRENCHES AND DUCTS EPOH - E 3

26 09 43 2 NETWORKED LIGHTING CONTROL SYSTEM EPOH - E 18

26 09 43.1A 0 NETWORKED LIGHTING CONTROLS - COMMISSIONING EPOH - E 1

26 09 43.1B 0 NETWORKED LIGHTING CONTROLS – COMMISSIONING/PROGRAMMING SCHEDULES

EPOH - E 13

26 12 16.01 0 DRY TYPE TRANSFORMERS UP TO 600 V PRIMARY EPOH - E 2

26 24 02 1 SERVICE ENTRANCE BOARD AND DISTRIBUTION PANELS

EPOH - E 3

26 24 16.01 0 PANELBOARDS BREAKER TYPE EPOH - E 2

26 24 19 0 MOTOR CONTROL CENTRES EPOH - E 4

26 28 13.01 0 FUSES – LOW VOLTAGE EPOH - E 2

26 28 16.02 0 MOULDED CASE CIRCUIT BREAKERS EPOH - E 2

26 28 18 0 GROUND FAULT EQUIPMENT PROTECTION (ADD#2) EPOH - E 2

26 28 20 0 GROUND FAULT CIRCUIT INTERRUPTERS - CLASS "A" EPOH - E 1

26 28 23 0 DISCONNECT SWITCHES - FUSED AND NON-FUSED EPOH - E 2

26 29 10 0 MOTOR STARTERS TO 600V EPOH - E 5

26 35 33 0 ACTIVE HARMONIC FILTER AND PF CORRECTION EPOH - E 4

26 41 13 0 LIGHTNING PROTECTION FOR STRUCTURES EPOH - E 2

26 43 13 0 SURGE PROTECTION DEVICES EPOH - E 5



Page 7 of 8


26 50 00 1 LIGHTING EPOH - E 4

26 52 00 0 EMERGENCY LIGHTING EPOH - E 2

26 53 00 0 EXIT SIGNS EPOH - E 2

26 56 19 0 EXTERIOR POLEMOUNTED LIGHTING EPOH – E 3

26 59 99 0 CLASSROOM CONTROL PANEL EPOH – E 4

26 60 00 0 POWERED EQUIPMENT SCHEDULE (8.5 X 11) EPOH – E 1

26 60 00a 1 POWERED EQUIPMENT SCHEDULE (11 x 17) EPOH – E 3

Division 27 - Communications

27 05 00 0 COMMON WORK RESULTS FOR COMMUNICATIONS EPOH - E 5

27 05 26 0 GROUNDING AND BONDING FOR COMMUNICATIONS SYSTEMS

EPOH - E 2

27 05 28 0 PATHWAYS FOR COMMUNICATIONS SYSTEMS EPOH - E 8

27 05 36 0 COMMUNICATION CABLE TRAYS EPOH - E 2

27 10 05 0 STRUCTURED CABLING FOR COMMUNICATIONS EPOH - E 6

27 51 16 1 PUBLIC ADDRESS AND MASS NOTIFICATION SYSTEM EPOH - E 4

27 53 13 0 WIRELESS CENTRAL CLOCK SYSTEM EPOH - E 4

Division 28 - Electronic Safety and Security

28 05 13 0 CONDUCTORS AND CABLES FOR ELECTRONIC SAFETY AND SECURITY

EPOH - E 10

28 05 28 0 PATHWAYS FOR ELECTRONIC SAFETY AND SECURITY EPOH - E 9

28 10 00 0 INTRUSION DETECTION AND NETWORKED DOOR ACCESS CONTROL

EPOH - E 7

28 23 00 0 BUILDING VIDEO SURVEILLANCE AND VIDEO DOOR ENTRY SYSTEMS

EPOH - E 5

28 31 00 0 FIRE DETECTION AND ALARM EPOH - E 16

Division 31 Earthwork

31 00 99 0 EARTHWORK WSP-C 3

31 05 16 0 AGGREGATE MATERIALS WSP-C 1

31 22 13 0 ROUGH GRADING WSP-C 1

31 23 33.01 0 EXCAVATING TRENCHING AND BACKFILL WSP-C 3

31 32 19.01 0 GEOTEXTILES WSP-C 1

Division 32 Exterior Improvements

32 11 16.01 0 GRANULAR SUB-BASE WSP-C 2

32 11 23 0 AGGREGATE BASE COURSES WSP-C 2

32 12 16 0 ASPHALT PAVING WSP-C 3

32 16 15 0 CONCRETE WALKS, CURBS AND GUTTERS WSP-C 2

32 17 23 0 PAVEMENT MARKINGS WSP-C 1

32 18 23 0 SYNTHETIC GRASS SURFACING DE 6

32 31 00 0 CHAINLINK FENCES AND GATES DE 5

32 37 00 0 EXTERIOR SITE FURNISHINGS DE 4

32 91 21 0 TOPSOIL PLACEMENT, PLAY SNAD AND GRADING DE 7

32 92 21 0 HYDRAULIC SEEDING DE 7

32 92 23 0 SODDING DE 4

32 93 10 0 TREES, SHRUBS & GROUND COVERS DE 7

Division 33 – Site Infrastructure/Utilities

33 05 13 0 MANHOLES AND CATCHBASIN STRUCTURES WSP-C 2

33 11 16(a) 0 SITE WATER UTILITY DISTRIBUTION PIPING WSP-C 6



Page 8 of 8


33 11 16(b) 0 CONTRACTOR MATERIAL TEST CERTIFICATE UNDERGROUND PIPING

WSP-C 2

33 31 13 0 SANITARY UTILITY SEWAGE PIPING WSP-C 3

33 41 00 0 STORM UTILITY DRAINAGE PIPING WSP-C 2

33 46 10 0 WEEPING DRAINS AND SUBDRAINS EPOH-A 2

33 46 16 0 SUB-DRAINAGE PIPING WSP-C 1

END OF SECTION


Section 00 21 13-r3

INSTRUCTIONS TO BIDDERS

Page 1 of 14

PART 1 - GENERAL

1.1 INVITATION .1 Tender Call .1 Primary Tender Submissions:, Offers signed under seal,

executed, and dated will be received on or before:

11:00:00 (11:00:00 a.m.) local time on the 29 November, 2017 .1 Primary Tender Submissions, original, hardcopy,

signed and executed tenders, will be received at one of the two locations indicated below:

.2 Address and deliver Primary Tender Submissions to

one of the two following locations

New Joint Catholic School Project For H-SCDSB and CSCN-O c/o EPOH Inc. 421 Bay Street Suite 507 Sault Ste. Marie, Ontario P6A 1X3 Or

New Joint Catholic School Project For H-SCDSB and CSCN-O Conseil Scolaire Catholique du Nouvel-Ontario 201 rue Jogues Sudbury, Ontario P2C 5L7

.2 Supplemental Tender Submissions:, Supplemental tender

forms and information will be received on or before:

11:00:00 (11:00:00 a.m.) local time on the 01st day of December , 2017 .1 Supplemental Tender Submissions, will be received

at the office of CSCN-O in Sudbury Ontario by hardcopy submission or via email. See information below:

.2 Address and deliver hardcopy Supplemental Tender Submissions to:

New Joint Catholic School Project For H-SCDSB and CSCN-O Conseil Scolaire Catholique du Nouvel-Ontario 201 rue Jogues


Section 00 21 13-r3


Page 2 of 14

Sudbury, Ontario P2C 5L7

.3 Email Supplemental Tender Submission to the following email address: [email protected]

.4 Supplemental Tender Submission must be

received at the above address prior to the stated

deadline. Submissions received after the deadline will not be considered.

.5 The Tenderer shall assume all responsibility and liability to ensure that submissions are received prior to the deadline. The bidder shall indemnify and save harmless the Owner and or his agents from any and all liability of failure of the email system. The Owner provides no warrantee/guarantee, expressed or implied, on the email system.

.3 Offers submitted after above time will be returned to bidder

unopened.

.4 Include on the face of the Tender Envelope or in the email subject line the following” 1445

New Joint Catholic School Project For H-SCDSB and CSCN-O

1.2 TENDER OPENING .1 Tenders will be opened in a Public opening as follows: .1 Date 01st day of December 2017. .2 Time 14:00 (2:00 pm) .3 Location: Conseil scolaire catholique du

Nouvel-Ontario 201 rue Jogues Sudbury, Ontario P2C 5L7

1.3 REFERENCES .1 Where reference to Owner is made in the Contract Documents it shall mean the:

Huron-Superior Catholic District School Board and Conseil Scolaire Catholique du Nouvel-Ontario

.2 Where reference to Consultant, Architect or Engineer is made in the Contract Documents it shall mean:

EPOH Inc.


Section 00 21 13-r3


Page 3 of 14

1.4 TENDER EVALUATION .1 Evaluation of tenders not declared informal, having submitted required bidding security and all completed tender forms will be based on the following criteria.

.2 The highest score received will be the basis for the selection of the successful tender: .1 The evaluation of the tenders will be as follows;

Past Completed Project Performance Evaluation (20 Points Evaluation Criteria) + Tendered Price (80 Points Evaluation Criteria) = Total Points for Tender. .1 Past Completed Project Performance Evaluation

Form (20 Points) .1 The owner will forward to three references

supplied by tenderer the Espanola Joint Catholic School Project, Past Completed Evaluation Form

.2 The tenderer is required to provide references for three similar past completed projects from public sector organization(s). Past completed projects must have a minimum value of 7 million dollars.

.3 Lacking of proper references or references refusing to provide information in a timely fashion could lead to low or no points for this portion of the evaluation.

.4 The owner may require additional references should the references provided not be available or in a position to complete the Past Completed Project Performance Evaluation Form

.5 The points will be tabulated on each evaluation form as per the checked box for the 20 noted elements on the evaluation form

.6 The total points received on each evaluation form will be added and divided by three for the total score (evaluation form #1 + evaluation form #2 + evaluation form #3) /3 = Points for Past Completed Project Performance

.2 Tendered price submitted (80 Points) .1 Tendered price shall include the Primary tender price

and include the Separate and Alternate price items that have been selected by the Owner.

.2 Calculation is as follows: 80 points x (lowest bid price + Separate and Alternate Price items selected by owner / tenderers’ bid price + Separate and Alternate Price items selected by owner) = Points for tendered price.

1.5 INTENT .1 Intent of this Tender call is to obtain an offer to perform work to complete project known as:


Section 00 21 13-r3


Page 4 of 14


.2 Tenders are called for a Stipulated Price contract, in accordance with Contract Documents

.3 Perform Work within time stated in Section 01 11 00 - Summary of Work and as further described and detailed in the Contract Documents

.4 Accept the “Letter of Intent” as the contract award date and initiate work within five (5) days of receipt of said letter.

1.6 SITE MEETING .1 A site visit to review the existing facilities and site has been arranged as indicated below.

.2 Mandatory Meeting .1 Location: Former Sacred Heart School

273 Mead Boulevard Espanola Ontario

.2 Date: 26th day of September 2017

.3 Time: 11:00 (11:00am) local time.

.3 Supplemental Mandatory Meeting. .1 The Owner has been made aware that there have been

issues with access to the complete Tender Document from the MERX website. These issues have been corrected. To conform to the requirements of the Provincial Procurement Directive, the Owners are extending the tender closing dates (as indicated above) and permitting this Supplemental Mandatory Meeting to be fair to all bidders.

.2 General Contractors/Tenderers/Bidders who attended, and completed the sign in sheet at the original Mandatory Meeting on the 26

th of September 2017, need not attend this

supplemental meeting. .3 The Supplemental Mandatory Meeting is as follows:

.1 Location: Former Sacred Heart School 273 Mead Boulevard Espanola Ontario

.2 Date: 01 November 2017

.3 Time: 11:00 (11:00am) local time.

.4 Attendance at this meeting is mandatory for prime tenderers for this project. General Contractors and/or their representatives, wishing to provide tenders for the project will be required to fill out an attendance form at the meeting. This list will be reviewed against the tenders received at the tender close. Tenders received, who did not have a representative at the mandatory meeting will not be opened.

.5 Representatives from the design team and the Owner will be in attendance at the meeting to field any questions that may arise. Information provided at the meeting that may affect the tender will be circulated via addenda following the meeting.


Section 00 21 13-r3


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.6 Sub-contractors are encouraged to attend the mandatory site visit or they can arrange additional site visits if requested by contacting the owners project manager Guy Guillot at [email protected].

1.7 PROJECT IDENTIFICATION .1 Architects Project Number: 1445

.2 Architects Project Name: New Joint Catholic School Project

.3 The Architects Project Number and Project Name should appear as a header to ALL correspondence related to the project.

1.8 CONTRACT/BID DOCUMENTS

.1 Agreement Form .1 Contract Documents: Defined in CCDC2 – 2008 Edition,

Definitions .2 And as amended with Supplementary General Conditions as

described in Section 00 73 00.

.2 Tender Documents: Contract Documents, including Drawings and Specifications, supplemented with Instructions to Tenders (Addenda), Tender Form, and Tender Supplementary Forms identified herein: .1 Tender, Offer, or Bidding: Act of submitting an offer under

seal .2 Tender Price: Monetary sum identified in Tender Form as an

offer to perform work

.3 Availability .1 Tender Documents may be obtained be digitally thru the

government website at www.merx.ca. .2 Tender documents are not available via hardcopy. .3 Tender Documents will be made available to Construction

Associations and Plans Rooms, a copy will be sent to the SSM and Sudbury Construction association(s). They in turn will share with any and all other plans rooms.

.4 Tender Documents are made available only for purpose of obtaining offers for this project. Their use does not confer license or grant for other purposes.

.4 Examination .1 Upon receipt of Tender Documents verify that documents are

complete. .2 Immediately notify Consultant upon finding discrepancies or

omissions in Tender Documents. .3 Contractor shall be held to have carefully examined all

drawings, specification, schedules, and site for all trade-work and to be familiar with all conditions, requirements and limitations pertaining to the work.

.4 Examine the specifications and drawings thoroughly. Report to Architect all ambiguities, discrepancies, omissions, errors, departures from Building By-Laws, or from good practice, discovered during examination as early in the tender period as possible to allow clarification by addenda to be issued to all bidders. No claims for extra payment will be considered


Section 00 21 13-r3


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for work, expense or difficulties which are reasonably inferable from an examination of the documents prior to the closing of tenders.

.5 The drawings and specifications complement each other and neither is to be considered alone. Hence, any item omitted in one, but mentioned or implied in the other, must be provided.

.6 Bidders finding discrepancies or omissions in the drawings or specifications shall at once notify the Consultant who shall send written instructions to all bidders. Bidders may, during the tender period, be advised by addenda of any additions, alterations or deletions to the specifications and drawings. All such changes shall be covered by the tender and become part of the contract documents.

.7 If any person submitting a bid on this project is in doubt as to the true meaning and intent of any part of the specifications or other documents, he must request an interpretation from the Consultant. If such interpretation is not requested, the bids will be presumed to be based on the interpretation or directions that may be subsequently given by the Consultant after award of the Contract, in accordance with the provisions of the Contract.

1.9 TENDER REGISTRATION .1 General Contractors and all Sub Contractors are encouraged to register with the owner to be placed on the master bidding list.

Send an email to: [email protected]

.2 Include the following information in the email. .1 Subject Line

.1 “1445 - New Joint Catholic School Project - Bidders List”

.2 Body of the email .1 General Contractor or Sub-contractor

.1 Discipline/Trade if sub-contractor .2 Company name .3 Address .4 Contact Person .5 Phone number .6 Email address

.3 The Email site [email protected] will stop accepting ALL registrations on November 27, 2017 at 2:00 PM.

.4 On November 27, 2017 at 3:00 PM all parties that are registered with [email protected] will receive the lists of all bidders that have successfully registered on this site.

.5 The bidders agree that they register at their own risks and further agree that all information is to be shared among the parties that have registered on the site [email protected]

.6 The consultant nor owners are not liable for any errors, omissions to any party that has registered or attempted to registered at the site [email protected].


Section 00 21 13-r3


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1.10 TENDER QUERIES .1 All Queries, Requests for Clarification and Requests for Approved Alternates by bidders must be provided in writing; verbal queries will not be accepted. .1 All inquiries shall be made via Email. Phone, Fax or other

messaging will not be considered. .2 Include project Architects Project Number and Project Name

in email subject line of the email. “1445 – New Joint Catholic School Project”

.2 Questions pertaining to the content of the contract documents, scope of work, etc. shall be directed to the design Consultants. Queries may be directed to the consultant responsible for the discipline as indicated in the Specification Table of Contents or Drawing Sheet title-block, but a copy must be sent to the Prime Consultant Project Manager and the Owner’s Representative .1 Owner’s Representative

CSCNO 201 Jogue Street Sudbury, Ontario P3A 5L7 Attn.: Guy Guillot Email: [email protected]

.2 Prime and Architectural Consultant

EPOH Inc. 421 Bay Street, Suite 507 Sault Ste. Marie, Ontario P6A 1X3 Project Manager: Kenneth Oliver Email: [email protected]

.3 Landscape Consultant Design Environment 98 Havilland Shores Drive Goulais River, Ontario P0S 1E0 Project Manager: Ernie Kreps Email: [email protected]

.4 Civil Consultant WSP 185 East Street Sault Ste. Marie, Ontario P6A 3C8 Project Manager: Monte Lucas Email: [email protected]

.5 Structural Consultant WSP 2611 Queensview Drive Ottawa, Ontario K2P 0Y6


Section 00 21 13-r3


Page 8 of 14

Project Manager: Samer Jabbour Email: [email protected]

.6 Mechanical HVAC EPOH Inc. 421 Bay Street, Suite 507 Sault Ste. Marie, Ontario P6A 1X3 Project Manager: Jeanette Biemann Email: [email protected]

.7 Mechanical Plumbing EPOH Inc. 421 Bay Street, Suite 507 Sault Ste. Marie, Ontario P6A 1X3 Project Manager: Justin Campbell Email: [email protected]

.8 Electrical

EPOH Inc. 421 Bay Street, Suite 507 Sault Ste. Marie, Ontario P6A 1X3 Project Manager: Shane Lever Email: [email protected]

.3 All Queries, Requests for Clarification and Requests for Approved Alternates by bidders must be received at the office of the consultant, not less than eight (8) days before time set for receipt of Tenders.

.4 Verbal answers by the Owner or Consultant will not be binding unless confirmed by written addenda.

.5 Reply will be in form of written addendum, a copy of which will be forwarded to registered bidders and construction associations no later than seven (7) days before receipt of Tenders.

1.11 PROPOSED SUBSTITUTIONS

.1 Refer to specification Section 01 34 00 – Substitution Alternate Procedures

.2 Where Tender Documents stipulate a particular product, substitutions will be considered by Consultant up to eight (8) days before receipt of Tenders. Request made after this deadline, will not be considered, or responded to.

.3 If the request is reviewed and accepted the Consultant will issue notification via Addendum

.4 Submission shall include sufficient information to enable Consultant to compare proposed alternate to specified product and determine acceptability of such products.


Section 00 21 13-r3


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.1 Provide reference to product specified and proposed

alternate/substitution. .2 Provide specific reference to drawings number and/or

specification section and article number. .3 Provide comparison chart(s) of features of specified material

vs. proposed material. .4 Incomplete or illegible proposals may be summarily rejected.

No notification will be provided.

.5 In making the application for the proposed substitution, the Tenderer shall be held to have included for, any and all changes required in work to accommodate such substitutions. .1 It shall be the sole responsibility of the Tenderer to ensure

that the substituted material or equipment is fully compatible with available space, location, method of installation, work of other trades, and the like.

.2 A later claim by Tenderer/Contractor for an addition to contract price or contract time because of changes in work necessitated by use of substitutions shall not be considered.

.3 The Consultant does not undertake any obligation to revise any portion of the design to accommodate a proposed substitution.

.6 The Consultant reserves the right to accept or reject, without explanation, any or all proposals.

1.12 SUB-DIVISION OF WORK .1 These Specifications have been divided into Divisions and Sections of work according to the accepted standards of Construction Specifications Canada (CSC) for the Construction Specifications Institute (CSI)

.2 The Contractor shall have sole responsibility for determination of subdivision of the material, labour and services necessary to complete the project to the specified standards of the proposed Contract Documents

.3 The Contractor shall be responsible for distributing all sections and divisions of the work to the Sub-trades bidding the work during tender phase and to the Sub-trades which are retained to perform the work during construction

.4 The Contractor will ensure that all of his/her Sub-trades are completely familiar with all the requirements of the Contract Documents which may affect their price.

.5 Main Divisions as listed in the table of contents are intended to be bid directly to the General Contractor. If major divisions are carried under another major division’s contract, mark-up will only be allowed once.

1.13 SITE ASSESSMENT .1 The project Site shall be accepted by the Contractor in its condition at time of tender. The Contractor will be held to have visited the site and to have carefully examined all conditions affecting the site, the work to be done there on, including the location of all services which


Section 00 21 13-r3


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may have to be protected, removed or relocated. The Contractor shall accept sole responsibility for any error or neglect on their part in this respect. Submission of Tender shall be deemed confirmation that tenderer has inspected site and is thoroughly conversant with existing conditions as can be observed at the date of tender close. No claims for extra payment will be considered for extra work, expense or difficulties encountered due to conditions on each site which were visible upon or reasonably inferable from an examination of the said site prior to the closing of tenders.

1.14 QUALIFICATIONS .1 Firms or persons submitting tenders shall be actually engaged in the line of work required by the proposed Contract Documents and shall be able to refer to work of similar nature completed by them

.2 Company and Superintendent Resume - The Tenderer will be required to submit a resume of the Company history and of the Site Superintendent, with a list of past completed similar projects, contact reference names and telephone numbers, as required for item 1.4 Tender Evaluation.

.3 Subcontractors .1 Owner reserves right to reject a proposed subcontractor for

reasonable cause. .2 Refer to CCDC2 - 2008, Article GC 3.7 of General

Conditions. .3 The Owner may request any proposed sub-contractor to

provide satisfactory evidence that they have the ability, experience, capital and plant to enable them to execute their portion of the work of the contract

.4 Nothing contained in the Contract Documents shall be interpreted as the Owner having any contractual obligations or relationships to a sub-contractor.

1.15 BID SUBMISSION .1 Bid Ineligibility .1 Tenders that are unsigned, improperly completed, improperly

signed, conditional, illegible, obscure, contain arithmetical errors, erasures, alterations, or irregularities of any kind, may, at discretion of Owner, be declared informal

.2 Tenders with Tender Forms and enclosures which are improperly prepared, may, at discretion of Owner, be declared informal

.3 Tenders that fail to include security deposit, bonding or insurance requirements, may, at discretion of Owner, be declared informal

.4 Oral, telegraphed, faxed, or telephoned proposals, or modifications to, submitted proposals will not be accepted or considered.

.2 Submissions: .1 Tenderers shall be solely responsible for delivery of their

Tenders in manner and time prescribed. .2 Submit one copy of executed offer on Tender Forms

provided, signed and with corporate seal together with required security in a sealed opaque envelope, clearly


Section 00 21 13-r3


Page 11 of 14

identified with Tenderers name, project name and Owner's name on outside

.3 Fill in all spaces, monetary items shall be filled in with words and figures

.4 Identification: State on Tender Form, Contractor’s name, address and contact information in spaces provided

.5 Addenda: Acknowledge all Addenda issued at the time of tender by inserting the number of the final Addenda received in the space allocated on the Tender Form

.6 Offer Amount: State on Tender Form, Tenderer’s offer, in the form of a Stipulate Sum, for the labour, material and services required to complete the Work described in the Contract Documents.

.7 Contract Time. State on the Tender Form, time (in weeks) required to complete the Work as described.

.3 Tender Signing .1 Tender form shall be signed under seal by Tenderer .2 Sole Proprietorship: Signature of sole proprietor in presence

of witness who will also sign. Insert words "Sole Proprietor" under signature. Affix seal

.3 Partnership: Signature of all partners in presence of witness who will also sign. Insert word 'Partner' under each signature. Affix seal to each signature

.4 Limited Company: Signature of duly authorized signing officer(s) in normal signatures. Insert officer's capacity in which signing officer acts, under each signature. Affix corporate seal. If Tender is signed by officials other than President and Secretary of company, or President-Secretary-Treasurer of company, copy of by-law resolution of Board of Directors authorizing them to do so must also be submitted with Tender in Tender envelope.

.5 Joint Venture: Each party of joint venture must execute Tender under respective seals in manner appropriate to such party as described above, similar to requirements of Partnership

.4 An abstract of submitted Tenders may, at the discretion of the Owner, be made available to Tenderers following Tender opening.

1.16 CONTRACT TIME .1 The contractor/bidder shall carefully evaluate and assign the amount of time required to complete all Work as described in their tender. This shall be expressed as the number of Calendar Weeks from contract award to Substantial and Total Performance, (as defined by the Construction Lien Act, current edition and as supplemented in specification section 01 77 00 Closeout Procedures). This shall be expressed in a number of Calendar Weeks on the tender form. .1 This number will be used by the Consultant to assign the

“Contact Completion Date” in the preparation of the formal construction Contracts. This will be calculated from the date of the issuance of the “Letter of Intent” plus the number of calendar weeks stated in the tender..

.2 The Owner has targeted August 1st

2020 as the project total completion and preferred occupancy date.


Section 00 21 13-r3


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.1 This information is provided for the contractors use and

information only, and is not intended to define the project completion dates.

1.17 SUB-TRADE LIST .1 Refer to specification 00 41 13a1 - Tender Form Appendix A1 List of Subcontractors – Primary and 00 41 13a2 - Tender Form Appendix A2 List of Subcontractors – Supplemental.

.2 Provide the name of the Individual//Subcontractor or Major Supplier, included in the tender for each item indicated in each list. .1 Complete all fields in the list .2 Provide a single name in each field.

.3 Changes to listed sub-trades/suppliers shall not be made without the express written consent of the Owner.

.4 Listed sub-contractors shall be actually engaged in the line of work required listed and shall be able to refer to work of similar nature completed by them. .1 References to projects of similar size and nature must be

provided upon request.

.5 Incomplete forms, improperly completed forms or incorrect forms may result in the contractors bid being deemed invalid.

1.18 PRIMARY TENDER SUBMISSION

REQUIREMENTS

.1 The Primary Tender Submission should contain all of the following information. .1 Tender Form .2 Tender Form Appendix A1 - List of Sub-trades .3 Security Deposit (Bid Bond). Refer to Section 00 60 00 -

Bonding Requirements and provide as indicated. .4 Consent of Surety or Agreement to Bond (Performance and

Material labour payment). Refer to Section 00 60 00 - Bonding Requirements and provide as indicated

.5 Undertaking of Insurance .1 The contractor shall include with their tender a letter

from their insurance company indicating that the Tender the tenderer has sufficient coverage to provide all required insurances as required by the Contract Documents, the CCDC 2 and The Supplementary General Conditions.

1.19 SUPPLEMENTAL TENDER SUBMISSION

REQUIREMENTS

.1 The Supplemental Tender submission is intended to provide the additional information, as requested, to supplement the primary tender. .1 The Supplemental Tender may not change or modify any

provision provided in the Primary Tender. Supplementary tenders received which include modifications to the primary tender will be declared informal.

.2 The Supplemental Tender submission should contain all of the following information


Section 00 21 13-r3


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.1 Tender Form Appendix A2 - List of Sub-trades .2 Tender Form Appendix B1 – Separate, Alternate and

Identified Prices .3 Company Resume as described in Article 1.14.2 of this

section with the appropriate reference contact information as required for Item 1.4.2.2 Tender Evaluation.

.4 Superintendent Resume as described in Article 1.14.2 of this section.

1.20 OFFER ACCEPTANCE / REJECTION

.1 Duration of Offer Acceptance/Rejection .1 Tenders shall remain open to acceptance and irrevocable for

a period of sixty (60) days after the Tender closing date. If withdrawn the respective Tenderer shall forfeit his Security Deposit. Telephone calls, email, messaging, facsimiles or telegrams will not be considered.

.2 Acceptance of Offer .1 Owner reserves right to accept or reject any or all offers .2 The Owner reserves the power and right to reject tenders

received from parties who cannot show a reasonable acquaintance of the class of work herein specified and shown on the drawings. .1 Evidence of such competency must be furnished by

tenderer when requested. .3 In the reception of tenders for the work, no obligation is

incurred to accept the lowest or any proposal provided by a tenderer. The Owner reserves the right to refuse any or all tenders for any sub-division of the work or to decline to proceed with all the work if the Board so determines.

.4 After acceptance by Owner, the Consultant will issue a letter (Letter of Intent) to the successful Tenderer, relating the Owners acceptance of the Tender. This Letter of Intent will form the start date of the Contract. Formal contracts will be prepared for signatures and circulated to required parties by the Consultant.

.5 The Owner reserves the right to request any other additional information he/she may require to evaluate the submission. Failure to provide the information requested in a timely manner may result in the tender being disqualified.

.6 Upon acceptance the successful Tenderer shall provide, within 10 business days, along with the required bonding, a Workplace Safety and Insurance Board Certificate of Clearance and a Certificate of Insurance as required

1.21 AWARD OF THE CONTRACT

.1 Other factors affecting the Contract Award .1 A Bidder's past performance, organization, proposed

subcontractors, equipment, and ability to perform and complete this Contract in the manner and within the time specified, together with the amount of the Tender, will be vital elements considered in the award of the Contract.

.2 Acceptance of Tender .1 No Bidder shall consider them under Contract after the

opening and reading of Tenders until the AGREEMENT is


Section 00 21 13-r3


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signed and compliance therewith has been made.

PART 2 - PRODUCTS

2.1 NOT USED .1 Not used.

PART 3 - EXECUTION

3.1 NOT USED .1 Not used.

END OF SECTION


Section 09 30 13-r1 CERAMINC AND PORCELAIN TILING

Page 1 of 10

PART 1- GENERAL

1.1 RELATED REQUIREMENTS .1 Division 1 - General Requirements

.2 Section 03 30 00 – Cast-In-Place Concrete.

1.2 REFERENCES .1 American National Standards Institute (ANSI)/Ceramic Tile Institute (CTI) .1 ANSI A108.1-99, Specification for the Installation of Ceramic

Tile (Includes ANSI A108.1A-C, 108.4-.13, A118.1-.10, ANSI A136.1).

.2 CTI A118.3-92, Specification for Chemical Resistant, Water Cleanable Tile Setting and Grouting Epoxy and Water Cleanable Tile Setting Epoxy Adhesive (included in ANSI A108.1).

.3 CTI A118.4-92, Specification for Latex Cement Mortar (included in ANSI A108.1).

.4 CTI A118.5-92, Specification for Chemical Resistant Furan Resin Mortars and Grouts for Tile Installation (included in ANSI A108.1).

.5 CTI A118.6-92, Specification for Ceramic Tile Grouts (included in ANSI A108.1).

.2 American Society for Testing and Materials International (ASTM) .1 ASTM C 144-04, Specification for Aggregate for Masonry

Mortar. .2 ASTM C 207-06, Specification for Hydrated Lime for Masonry

Purposes. .3 ASTM C 847-06, Specification for Metal Lath. .4 ASTM C 979-05, Specification for Pigments for Integrally

Coloured Concrete.

.3 Canadian General Standards Board (CGSB) .1 CAN/CGSB-51.34-M86(R1988), Vapour Barrier, Polyethylene

Sheet for Use in Building Construction. .2 CGSB 71-GP-22M-78(AMEND.), Adhesive, Organic, for

Installation of Ceramic Wall Tile. .3 CAN/CGSB-75.1-M88, Tile, Ceramic. .4 CAN/CGSB-25.20-95, Surface Sealer for Floors.

.4 Terrazzo Tile and Marble Association of Canada (TTMAC) .1 Tile Specification Guide 09 30 00 2006/2007, Tile Installation

Manual. .2 Tile Maintenance Guide 2000.

.5 Canadian Standards Association (CSA International) .1 CSA A123.3-05, Asphalt Saturated Organic Roofing Felt. .2 CAN/CSA-A3000-03(R2006), Cementations Materials

Compendium (Consists of A3001, A3002, A3003, A3004 and A3005).

1.3 ACTION AND .1 Provide submittals in accordance with Section 01 33 00 - Submittal



Page 2 of 10

INFORMATIONAL SUBMITTALS Procedures.

.2 Provide product data in accordance with Section 01 33 00 - Submittal Procedures. .1 Include manufacturer's information on:

.1 Tile, marked to show each type, size, and shape required.

.2 Chemical resistant mortar and grout (Epoxy and Furan).

.3 Cementations backer unit.

.4 Dry-set cement mortar and grout.

.5 Divider strip.

.6 Elastomeric membrane and bond coat.

.7 Reinforcing tape.

.8 Levelling compound.

.9 Latex cement mortar and grout.

.10 Commercial cement grout.

.11 Organic adhesive.

.12 Slip resistant tile.

.13 Waterproofing isolation membrane.

.14 Fasteners.

.3 Provide samples in accordance with Section 01 33 00 - Submittal Procedures. .1 Base tile: submit 300 x 300 mm sample panels of each

colour, texture, size, and pattern of tile. .2 Floor tile: submit 300 x 300 mm sample panels of each

colour, texture, size, and pattern of tile. .3 Trim shapes, bullnose cap and cove including bullnose cap

and base pieces at internal and external corners of vertical surfaces, each type, colour, and size.

.4 Adhere tile samples to 11 mm thick plywood and grout joints to represent project installation.

.4 Provide shop drawings .1 Tile: submit shop drawings showing control/expansion joint

and transition strip locations. .1 Coordinate with contractor and indicate locations of

floor slab control joints, and sow appropriate tile expansion joints to coincide.

.2 Indicate location of additional control joints as recommended by the manufacturer, for review by the Consultant.

.3 Include with and provide references to sample submittals for all items referenced on drawings.

.4 Include sample selection charts where colour selection is required.

.5 Quality assurance submittals .1 Manufacturer's Instructions: manufacturer's installation

instructions

1.4 DELIVERY, STORAGE AND HANDLING

.1 Packing, shipping, handling and unloading: .1 Deliver, store and handle materials in accordance with

Section 01 61 00 - Common Product Requirements.



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.2 Waste Management and Disposal: .1 Separate waste materials in accordance with Section

01 74 21 - Construction/Demolition Waste Management and Disposal

1.5 AMBIENT CONDITIONS .1 Maintain air temperature and structural base temperature at ceramic tile installation area above 12 degrees C for 48 hours before, during, and 48 hours after, installation.

.2 Do not install tiles at temperatures less than 12 degrees C or above 38 degrees C.

.3 Do not apply epoxy mortar and grouts at temperatures below 15 degrees C or above 25 degrees C.

1.6 EXTRA MATERIALS .1 Provide maintenance materials in accordance with Section 01 78 00 - Closeout Submittals.

.2 Provide minimum 2% of each type and colour of tile required for project for maintenance use. Store where directed.

.3 Maintenance material same production run as installed material.

PART 2 - PRODUCTS

2.1 MATERIALS .1 (Pt) Porcelain Tile - Floor: to CAN/CGSB-75.1, Type 7, Class MR (02 -3.0%). Tiles Cut tiles to achieve sizes as required. Edges smooth, slip resistant surface. Refer to Room Finish Schedule. .1 Product: Porcelain Floor Tile .2 Manufacturer: Centura .3 Series: (Tailormade not available) Evo-Q Natyral .4 Texture: To be selected from Manufacturer’s full range. .5 Colour(s): Four (4) different colours to be selected by

Consultant from Manufacturer’s full range. .6 Size: 300mm x 600mm .7 Thickness: 6mm. .8 (Ptb) Tile Porcelain Base: Type, Size, Colour and Texture to

match adjacent flooring material. Size: 100mm tall. .9 Alternate Manufacturers: Subject to compliance with

requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following .1 American Olean. Infusion ColorBody Porcelain,

Wenge Field Tile. Size: 300mm x 600mm. Texture and Colour to be selected from Manufacturer’s full range.

.2 Olympia Tile Regal Series. Size: 300mm x 600mm. Texture: Flamed or Matt Finish. Colour to be selected from Manufacturer’s full range.

.3 Other Alternates as approved by the consultant



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during time of Tender.

.2 (Pt-s) Tile Porcelain – Shower: to CAN/CGSB-75.1, Type 7, Class MR (02 -3.0%). Tiles Cut tiles to achieve sizes as required. Edges smooth, slip resistant surface. Refer to Room Finish Schedule. .1 Product: Porcelain Floor Tile .2 Manufacturer: Centura .3 Series: (Tailormade not available) Evo-Q Natyral .4 Texture: To be selected from Manufacturer’s full Tailormade

Series range. .5 Colour(s): Two (2) different colours to be selected by

Consultant from Manufacturer’s full range. .6 Size: 150mm x 150mm. Tiles may need to be cut to achieve

floor patterning. .7 Thickness: 6mm. .8 Alternate Manufacturers: Subject to compliance with

requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following .1 American Olean. Infusion ColorBody Porcelain,

Wenge Field Tile. Size to match listed above. Texture and Colour to be selected from Manufacturer’s full Infusion ColorBody Porcelain Series range.

.2 Olympia Tile Regal Series. Size to match listed above. Texture: Flamed or Matt Finish. Colour to be selected from Manufacturer’s full Regal Series range.

.3 Other Alternates as approved by the consultant during time of Tender.

2.2 TRIM SHAPES .1 Conform to applicable requirements of adjoining floor and wall tile.

.2 Use slip resistant trim shapes for horizontal surfaces of showers, overflow ledges, recessed steps, shower curbs, drying area curbs, and stools.

.3 Use trim shapes sizes conforming to size of adjoining field wall tile, including existing spaces, unless specified otherwise.

.4 Internal and External Corners: provide trim shapes as follows where indicated. .1 Bullnose shapes for external corners including edges. .2 Coved shapes for internal corners. .3 Special shapes for:

.1 Base to floor internal corners to provide integral coved vertical and horizontal joint.

.2 Base to floor external corners to provide bullnose vertical edge with integral coved horizontal joint. Use as stop at bottom of openings having bullnose return to wall.

.3 Wall top edge internal corners to provide integral coved vertical joint with bullnose top edge.

.4 Wall top edge external corners to provide bullnose vertical and horizontal joint edge.



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2.3 WATERPROOFING MEMBRANE

.1 Liquid applied membrane waterproofing with reinforcing fabric. Self curing liquid rubber polymer which is cold applied with an integral reinforcing fabric to form a heavy duty waterproofing membrane. Install to all west floor areas (ie: bathrooms, showers, etc.)

.2 Flood test installation prior to applying tile. Allow to cure 7 days at 21 deg. C before flood test.

.3 Membrane shall be “Laticrete Waterproof Membrane” by Laticrete International or approved equal.

2.4 MORTAR AND ADHESIVE MATERIALS

.1 Cement: to CSA-A5, type 10.

.2 Sand: to ASTM C 144, passing 16 mesh.

.3 Hydrated lime: to ASTM C 207.

.4 Latex additive: formulated for use in cement mortar and thin set bond coat.

.5 Water: potable and free of minerals and chemicals which are detrimental to mortar and grout mixes.

2.5 BOND COAT .1 Dry set cement mortar: to ANSI A108.1.

.2 Organic adhesive: to CGSB 71-GP-22M, Type 1.

.3 Latex Cement mortar: to ANSI A108.1, two-component universal dry-set mortar.

.4 Epoxy bond coat: non-toxic, non-flammable, non-hazardous during storage, mixing, application, and when cured. To produce shock and chemical resistant mortars having the following physical characteristics: .1 Compressive Strength: 246 kg/cm². .2 Bond Strength: 53 kg/cm². .3 Water Absorption: 4.0% Max. .4 Ozone Resistance, 200 hours @ 200 ppm: no loss of

strength. .5 Smoke Contribution Factor: 0. .6 Flame Contribution Factor: 0. .7 Finished mortar and grout to be resistant to urine, dilute acid,

dilute alkali, sugar, brine and food waste products, petroleum distillates, oil and aromatic solvents.

.5 Chemical-Resistant Bond Coat: .1 Epoxy Resin Type: CTI A118.3. .2 Furan Resin Type: CTI A118.5.

2.6 GROUTING .1 Colouring Pigments: .1 Pure mineral pigments, limeproof and nonfading, complying



Page 6 of 10

with ASTM C 979.

.2 Colouring pigments to be added to grout by manufacturer.

.3 Job coloured grout are not acceptable.

.4 Use in Commercial Cement Grout, Dry-Set Grout, and Latex Cement Grout.

.2 Cement Grout: to ANSI A108.1. .1 Use one part white cement to one part white sand passing a

number 30 screen.

.3 Commercial Cement Grout: to CTI A118.6.

.4 Dry-Set Grout: to CTI A118.6.

.5 Latex Cement Grout: to ANSI A108.1, fast curing, high early strength, polymer-modified, stain resistant, sanded mix for floors, unsanded mix for walls and floors with polished tiles commercial tile grout.

.6 Chemical-Resistant Grout: .1 Epoxy grout: to ANSI A108.1, having quality, colour and

characteristics to match epoxy bond coat. Adhesive and grout by same manufacturer.

.2 Furan grout: to CTI A118.5.

2.7 ACCESSORIES .1 Divider/Transition strips: Aluminum in colour, plastic cap where applicable,. Profile to suit specific condition. See schedule below:

Application Model Manufacturer P.Tile to carpet Profile to suit Gradus or Schluter P.Tile to tile See control/expansion joint P.Tile to V.C.T. Profile to suit Gradus or Schluter P.Tile to concrete Profile to suit Gradus or Schluter P.Tile to plastic laminate Profile to suit Gradus or Schluter

.2 Control/Expansion Joints: .1 Slab on Grade - Provide tile control/expansion joints at

concrete control/expansion joints and as recommended by manufacturer.

.2 Suspended Slabs - Provide tile control/expansion joints as recommended by manufacturer

.3 Acceptable products .1 Shall be Schluter “Dilex BWB” (height to suit tile

thickness). Colour as selected by Consultant from manufacturers full range

.2 Alternates as approved by the consultant

.3 Base Cap: All tile floor base and wall tile that does not terminate at a perpendicular wall surface shall receive this manufactured pre finished cap material made to terminate outside corners or top of tiles .1 Acceptable products

.1 Schluter “Jolly” (depth to suit tile thickness). Colour anodized aluminum.

.2 Alternates as approved by the consultant.

.4 Tile Floor to Tile Wall Base transition and Tile Wall to Tile Wall transition: This transition strip is intended to be used in public



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washrooms and other feature spaces, refer to rooms listed below .1 Transitions to be provide in the following rooms

.1 1109

.2 1110

.3 Acceptable products .1 Schluter “Dilex-AHK” (depth to suit tile

thickness). Colour anodized aluminum. .2 Alternates as approved by the consultant.

2.8 MIXES .1 Cement: .1 Scratch coat: Conform to manufacturers .2 Slurry bond coat: Conform to manufacturers. .3 Mortar bed for floors: Conform to manufacturers .4 Mortar bed for walls and ceilings: 1 part cement, 1/5 to

1/2 parts hydrated lime to suit job conditions, 4 parts sand and 1 part water. Adjust water volume depending on water content of sand. Latex additive may be included.

.5 Leveling coat: 1 part cement, 4 parts sand, minimum 1/10 part latex additive, 1 part water including latex additive.

.6 Bond or setting coat: 1 part cement, 1/3 part hydrated lime, 1 part water.

.7 Measure mortar ingredients by volume.

.2 Dry set mortar: mix to manufacturer's instructions.

.3 Mix bond and leveling coats, and grout to manufacturer's instructions.

.4 Adjust water volumes to suit water content of sand.

2.9 PATCHING AND LEVELING COMPOUND

.1 Cement base, acrylic polymer compound, manufactured specifically for resurfacing and leveling concrete floors. Products containing gypsum are not acceptable.

.2 Have not less than the following physical properties: .1 Compressive strength - 25 MPa. .2 Tensile strength - 7 MPa. .3 Flexural strength - 7 MPa. .4 Density - 1.9.

.3 Capable of being applied in layers up to 50 mm thick, being brought to feather edge, and being trowelled to smooth finish.

.4 Ready for use in 48 hours after application.

2.10 SEALING .1 Floor sealer and protective coating: to tile and grout manufacturer’s recommendations.

2.11 CLEANING COMPOUNDS .1 Specifically designed for cleaning masonry and concrete and which will not prevent bond of subsequent tile setting materials including patching and leveling compounds and elastomeric waterproofing



Page 8 of 10

membrane and coat.

.2 Materials containing acid or caustic material are not acceptable.

PART 3 - EXECUTION

3.1 MANUFACTURERS INSTRUCTIONS

.1 Compliance: comply with manufacturer's written recommendations or specifications, including product technical bulletins, handling, storage and installation instructions, and datasheets.

3.2 WORKMANSHIP .1 Do tile work in accordance with TTMAC Tile Installation Manual 2006/2007, "Ceramic Tile", except where specified otherwise.

.2 Apply tile or backing coats to clean and sound surfaces.

.3 Fit tile around corners, fitments, fixtures, drains and other built-in objects. Maintain uniform joint appearance. Cut edges smooth and even. Do not split tiles.

.4 Maximum surface tolerance 1:800.

.5 Make joints between tile uniform and approximately 1.5 mm wide, plumb, straight, true, even and flush with adjacent tile. Ensure sheet layout not visible after installation. Align patterns.

.6 Lay out tiles so perimeter tiles are minimum 1/2 size.

.7 Sound tiles after setting and replace hollow-sounding units to obtain full bond.

.8 Make internal angles square, external angles rounded bullnose.

.9 Use round bullnose edged tiles at termination of wall tile panels, except where panel abuts projecting surface or differing plane.

.10 Install divider strips at junction of tile flooring and dissimilar materials.

.11 Clean installed tile surfaces after installation and grouting cured.

.12 Make control joints where at building and floor expansion joints (saw cuts. Make joint width same as tile joints. Fill control joints with sealant in accordance with Section 07 92 00 - Joint Sealants. Keep building expansion joints free of mortar and grout.

3.3 WALL TILE .1 Install in accordance with TTMAC detail 200 – 11A

3.4 FLOOR TILE .1 Install in accordance with TTMAC detail 200 – 14A

3.5 BASE TILE .1 Refer to TTMAC Specifications and Detail No. 311F-2000 Detail A,



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thin set method of Porcelain tile floor and glass mosaic tile to concrete slab, and Detail No. 303W-2000 thin set method of Porcelain tile base to wall.

.2 Install tile using thin set mortar, in accordance with manufacturer's instructions.

.3 Provide slight levelling coat where required to level floor prior to installation

.4 Install porcelain tile base using Schluter “Jolly” cap (thickness to suit tile) complete with vertical outside corners and 90 degree caps installed as per manufacturer’s instructions.

3.6 FLOOR SEALER AND PROTECTIVE COATING

.1 Apply in accordance with manufacturer's instructions

3.7 FIELD QUALITY CONTROL .1 Manufacturer's Field Services: .1 Provide manufacturer's field services consisting of product

use recommendations and periodic site visits for inspection of product installation in accordance with manufacturer's instructions.

3.8 CLEANING .1 Proceed in accordance with Section 01 74 11 – Cleaning

.2 Clean tile surfaces upon completion of grouting as per tile manufacturer printed instructions using cleaning agents and procedures recommended by the manufacturers of tile and grout.

.3 Remove all grout haze, observing tile manufacturer's recommendations as to use of acid and chemical cleaners. (Do not use muriatic acid on tile work or pavers.)

.4 Rinse tile work thoroughly with clean water before and after using chemical cleaners

.5 After setting, all tile surfaces shall be sounded and visually inspected and wherever any hollow backed or damaged tiles are found they shall be removed and replaced with matching tiles

3.9 PROTECTION FROM CONSTRUCTION DIRT

.1 Seal cementations grout joints and unglazed tile with "Aqua Mix Penetrating Sealer" by Aqua Mix Inc. or as recommended by manufacturer

.2 Cover all tile floors with heavy duty non-staining cotton reinforced paper or 6 mil vapour barrier taped into place

.3 Prior to final acceptance of tile work, remove paper and clean with "Aqua-Mix Miracle Cleaner" by Aqua Mix Inc. or as recommended by manufacturer



Page 10 of 10

3.10 PROTECTION FROM TRAFFIC

.1 Prohibit all foot and wheel traffic from using newly tiled floors for at least three days, preferably seven days after grouting is completed

.2 Place large, flat boards in walkways and wheel ways for seven days, where use of newly tiled floor is unavoidable

.3 Leave finished installation clean and free of cracked, chipped, brock, un-bonded or otherwise defective tile work. Replace damaged or defective work

END OF SECTION


Section 09 51 13-r1 ACOUSTICAL PANEL CEILINGS

Page 1 of 4

PART 1- GENERAL

1.1 SUMMARY .1 Section Includes: .1 Materials and application of acoustical units for direct

application or for application and installation within a suspended ceiling.

1.2 RELATED SECTIONS .1 Division 1 - General Requirements

.2 Section 09 53 00.01 - Acoustical Suspension: Suspension system.

1.3 REFERENCES .1 American Society for Testing and Materials International (ASTM) .1 ASTM C 423-02a, Standard Test Method for Sound

Absorption and Sound Absorption Coefficients by the Reverberation Room Method

.2 ASTM E 1264-98, Standard Classification for Acoustical Ceiling Products.

.3 ASTM E 1477-98a(2003), Standard Test Method for Luminous Reflectance Factor of Acoustical Materials by Use of Integrating-Sphere Reflectometers.

.2 Canadian General Standards Board (CGSB) .1 CAN/CGSB-51.34-M86, Vapour Barrier, Polyethylene Sheet,

for Use in Building Construction and Amendment No. 1 1988. .2 CAN/CGSB-92.1-M89, Sound Absorptive Prefabricated

Acoustical Units.

.3 Canadian Standards Association (CSA International) .1 CSA B111-1974(R2003), Wire Nails, Spikes and Staples.

.4 Health Canada/Workplace Hazardous Materials Information System (WHMIS) .1 Material Safety Data Sheets (MSDS).

.5 Underwriter's Laboratories of Canada (ULC) .1 CAN/ULC-S102-2003, Surface Burning Characteristics of

Building Materials and Assemblies.

1.4 SUBMITTALS .1 Submit samples in accordance with Section 01 33 00 - Submittal Procedures.

.2 Product Data: submit WHMIS MSDS in accordance with Section 02 81 01 - Hazardous Materials

.3 Submit duplicate 300 x 300 samples of each type of ceiling

.4 Submit 300mm long samples of suspension system and trim

1.5 QUALITY ASSURANCE .1 Regulatory Requirements: .1 Fire-resistance rated floor/ceiling and roof/ceiling assembly:



Page 2 of 4

certified by Canadian Certification Organization accredited by Standards Council of Canada.

.2 Health and Safety: .1 Do construction occupational health and safety in accordance

with Section 01 35 29.06 - Health and Safety Requirements.


.1 Protect on site stored or installed absorptive material from moisture damage.

.2 Store extra materials required for maintenance, where directed by Consultant.

.3 Waste Management and Disposal: .1 Separate waste materials for in accordance with Section 01

74 21 - Construction /Demolition Waste Management and Disposal.

.2 Remove from site and dispose of packaging materials at appropriate recycling facilities.

.3 Collect and separate for disposal packaging material for recycling in accordance with Waste Management Plan (WMP).

.4 Handle and dispose of hazardous materials in accordance with Regional and Municipal, regulations.

1.7 ENVIRONMENTAL REQUIREMENTS

.1 Permit wet work to dry before beginning to install.

.2 Maintain uniform minimum temperature of 15 degrees C and humidity of 20-40% before and during installation.

.3 Store materials in work area 48 hours prior to installation.

1.8 EXTRA MATERIALS .1 Provide extra materials of acoustic units in accordance with Section 01 78 00 - Closeout Submittals.

.2 Provide acoustical units amounting to 2% of gross ceiling area for each pattern and type required for project.

.3 Ensure extra materials are from same production run as installed materials.

.4 Clearly identify each type of acoustic unit, including colour and texture.

.5 Deliver to Consultant, upon completion of the work of this section.

PART 2 - PRODUCTS

2.1 MATERIALS .1 Acoustic units for suspended ceiling system: to CAN/CGSB-92.1.

.2 Type s.AT (suspended Acoustic Tile 2’x2’ and 2’x4’)



Page 3 of 4

.1 Material: Mineral Fiber .2 Size: 609mm x 609mm x 19mm thick. (24x24x3/4)

And 609mm x 1219mm x 19mm thick. (24x48x3/4)

.3 Colour: White

.4 Pattern: Dune

.5 Edge: Tegular Square

.6 Suspension Standard 15/16” face, White

.7 Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: .1 Model no. 1774, by Armstrong .2 Performa Sand Micro by Certainteed .3 Tropic #1060 by Rockfon .4 CGC- 4221 Olympia ClimaPlus Micro SLT .5 Alternate(s) approved by the Consultant

.3 Type s.VT (suspended Vinyl Tile 2’x2’ and 2’x4’) .1 Material: Vinyl Clad Fiberglass .2 Size: 609mm x 609mm x 19mm thick. (24x24x3/4)

And 609mm x 1219mm x 19mm thick. (24x48x3/4)

.3 Colour: White

.4 Pattern: Smooth

.5 Edge: Square

.6 Suspension Standard 15/16” face, White

.7 Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: .1 Clean Room VL-Non-perforated by Armstrong .2 VinylShied, by Certainteed .3 CGC – Smooth Textured Panel, Class 100 .4 Alternate(s) approved by the Consultant

.4 Type s.WT (suspended Wood Tile 2’x8’ Wood) .1 Material: (WDP) Wood Perforated Panel, (pattern 6006

round straight) and (WD) Non-Perforated Wood Panel (see plans)

.2 Size: 609 mm x 2438 mm x 19 mm thick. (24x96x3/4)

.3 Colour: Select from full wood grain pattern range. Selected from manufactureres full range.

.4 Suspension: .1 Perimeter exterior and perimeter interior voids:

Axiom 147mm tall trim, colour to be selected from full range.

.2 Interior Field: 6603W1, concealed .5 Manufacturers: Subject to compliance with requirements,

available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: .1 Woodworks, by Armstrong .2 Au.di Select by, Atkar .3 Wood Flat Panel by AGCI .4 Alternate(s) approved by the Consultant



Page 4 of 4

.5 Type Egg Crate (Eggcrate 45 degree) .1 Material: Plastic .2 Size: 13mm thick .3 Colour: White .4 Pattern: 10mm x 10mm Square .5 Suspension: Standard 15/16” face, White .6 For installation in washroom valences (see details).

.6 Adhesive: type recommended by acoustic unit manufacturer.

.7 Staples, nails and screws: to CSA B111 non-corrosive finish as recommended by acoustic unit manufacturer.

.8 Polyethylene: to CAN/CGSB-51.34, 0.15 mm thick.

.9 Hold down clips: purpose made clips to secure tile to suspension system, approved for use in fire-rated systems.

PART 3 - EXECUTION

3.1 EXAMINATION .1 Do not install acoustical panels and tiles until work above ceiling has been inspected by Consultant.

3.2 INSTALLATION .1 Installation: in accordance with ASTM C636 except where specified otherwise

.2 Install acoustical panels and tiles in ceiling suspension system.

.3 Install fibrous acoustical media over entire area above suspended metal panels.

.4 In fire rated ceiling systems, secure lay-in panels with hold-down clips and protect over light fixtures, diffusers, air return grilles and other appurtenances according to Certification Organizations design requirements.

3.3 APPLICATION .1 Install patterned acoustical units parallel to building lines with edge unit not less than 50% of unit width or with directional pattern running in same direction. Refer to reflected ceiling plan.

.2 Scribe acoustic units to fit adjacent work. Butt joints tight, terminate edges with molding

3.4 INTERFACE WITH OTHER WORK

.1 Co-ordinate with Section 09 53 00.01 - Acoustical Suspension.

.2 Co-ordinate ceiling work to accommodate components of other sections, such as light fixtures, diffusers, speakers, and sprinkler heads, to be built into acoustical ceiling components.

END OF SECTION


Section 09 65 16-r2 RESILIENT SHEET FLOORING

Page 1 of 6

PART 1 - GENERAL

1.1 RELATED SECTIONS .1 Division 1 – General Requirements

.2 Section 07 92 00 – Joint Sealants

.3 Section 09 65 19 - Resilient Tile Flooring.

1.2 REFERENCES .1 American Society for Testing and Materials International (ASTM) .1 ASTM F 1303-[04], Standard Specification for Sheet Vinyl

Floor Covering with Backing.

.2 Health Canada/Workplace Hazardous Materials Information System (WHMIS) .1 Material Safety Data Sheets (MSDS).

1.3 SUBMITTALS .1 Provide submittals in accordance with Section 01 33 00 - Submittal Procedures.

.2 Provide product data in accordance with Section 01 33 00 - Submittal Procedures.

.3 Provide samples in accordance with Section 01 33 00 - Submittal Procedures. .1 Submit duplicate 300 x 300 mm sample pieces of sheet

material, 300 mm long base, nosing, feature strips, treads, edge strips.

.4 Closeout Submittals: .1 Provide maintenance data for resilient flooring for

incorporation into manual specified in Section 01 78 00 - Closeout Submittals.


.1 Deliver, store and handle materials in accordance with Section 01 61 00 - Common Product Requirements.

.2 Waste Management and Disposal: .1 Separate waste materials for recycling in accordance with

Section 01 74 21 - Construction/Demolition Waste Management and Disposal.

1.5 AMBIENT CONDITIONS .1 Maintain air temperature and structural base temperature at flooring installation area above 20 degrees for 48 hours before, during and 48 hours after installation.

1.6 MAINTENANCE .1 Extra Materials: .1 Provide extra materials of resilient sheet flooring and

adhesives in accordance with Section 01 78 00 - Closeout Submittals.



Page 2 of 6

.2 Provide fifteen (15) m² of each colour, pattern and type flooring material required for project for maintenance use.

.3 Extra materials one piece and from same production run as installed materials.

.4 Identify each roll of sheet flooring and each container of adhesive.

.5 Deliver to Owner, upon completion of the work of this section.

.6 Store where directed by Owner.

PART 2 - PRODUCTS

2.1 MATERIALS .1 (Rs) Rubber Sheet Flooring : to ASTM F1859, Class 1 -Rubber Sheet Flooring .1 Product: Rubber Sheet .2 Manufacturer: Mondo, Artigo Collection .3 Series: Harmoni .4 Colour: to be selected by Consultant from manufacturer’s full

Harmoni Series range. Six (6) different colours to be selected by Consultant.

.5 Thickness: 3.00mm

.6 Alternate Manufacturers: No alternates will be accepted during time of tender.

.2 (SFs) Sports Flooring Sheet: to ASTM E648, Class 1. .1 Manufacturer: Gerflor. Westpoint Sports Flooring and

Equipment, 905 726 3500 ext. 210 .2 Series: Taraflex Sport M Plus .3 Texture: Wood Grain Color: Wood Embossed. Solid Color:

Pebbled Embossed. .4 Field Colour: 6381 - Maple Design. Refer to drawing a8.11 –

Level 1 Enlarged Floor Plans. .5 Game Lines: Provide colored game line flooring inlays to

create floor game lines. Refer to drawing a8.11 – Level 1 Enlarged Floor Plans for location of game lines. Provide three (3) different colors one each for Main Basketball, Cross Basketball and Volleyball.

.6 Logos: Provide full colour vinyl school logo, floor (traffic) rated, school logo to surface of floor in locations as indicated on drawing a8.11 – Level 1 Enlarged Floor Plans. Custom image to be provided by owner. Provide full size colour shop drawing of logo for approval prior to application.

.7 Roll Length: Minimum 26.4m x 1.5m (Wood), Minimum 20.5m x 1.5m (Solid Color)

.8 Thickness: 7 mm

.9 Alternate Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: .1 Mondo Flooring. Advance – Comfort Layer.

Thickness: 8mm. Color and texture to match listed



Page 3 of 6

above.

.2 Johnsonite Tarkett. Training Sports & Multi-Function Commercial Flooring. Thickness: 5mm. Color and texture to match listed above. (delete, not acceptable)

.3 Tarkett OmniSport 8.3mm

.4 Other Alternate(s) approved by the Consultant during time of tender.

.3 (Rb) Resilient base: continuous, top set, complete with pre-molded end stops and external corners: .1 Lengths: roll product cut to longest lengths possible. .2 Colour: to be selected by Consultant from Manufacturer’s full

range. Six (6) different colours to be selected by Consultant. .3 Manufacturers: Subject to compliance with requirements,

available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: .1 Johnsonite .2 Roppe .3 Alternate(s) approved by the Consultant during time

of tender.

.4 (Rstr) Resilient stair tread riser: One piece stair tread riser rubber, 30 mm vertical face, square nose, full depth tread and riser. .1 Thickness: 3 mm. .2 Texture: Raised circles .3 Colour: to be selected by Consultant from manufacturer’s full

range. Three (3) different colours to be selected by Consultant.

.4 Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: .1 Mondo Flooring. Bollo Extra. Texture and Color to

match listed above. .2 Armstrong .3 Johnsonite .4 Alternate(s) approved by the Consultant during time

of tender.

2.2 ACCESSORIES .1 Primers and adhesives: of types recommended by flooring manufacturer for job specific material(s) on job specific substrate(s).

.2 Sub-floor filler and leveler: 2 part latex-type filler requiring no water, as recommended by flooring manufacturer for use with their material(s) on job specific substrate(s).

.3 Metal edge strips: .1 Aluminum extruded, smooth, mill finish with lip to extend

under floor finish, shoulder flush with top of adjacent floor finish.

.2 External corner protectors: aluminum, type recommended by flooring manufacturer.

.3 Edging to floor penetrations: aluminum, type recommended



Page 4 of 6

by flooring manufacturer.

.4 Sealer and wax: type recommended by resilient flooring material manufacturer for material type and location.

.4 Sealer: type recommended by flooring manufacturer.

.5 Wax: type recommended by flooring manufacturer.

PART 3 - EXECUTION

3.1 MANUFACTURER'S INSTRUCTIONS


3.2 SITE VERIFICATION OF CONDITIONS

.1 Ensure concrete floors are clean and dry by using test methods recommended by flooring manufacturer.

3.3 PREPARATION .1 Remove or treat old adhesives to prevent residual, old flooring adhesives from bleeding through to new flooring and/or interfering with the bonding of new adhesives.

.2 Clean floor and apply filler; trowel and float to leave smooth, flat hard surface. Prohibit traffic until filler cured and dry.

.3 Remove sub-floor ridges and bumps. Fill low spots, cracks, joints, holes and other defects with sub-floor filler.

.4 Build up base with sub-floor filler at junction of different flooring finishes to meet the finished elevation of other finishes (eg. Porcelain Tile, and Carpet) especially at doors. Maximum slope 1:50

.5 Prime and Seal substrate to resilient flooring manufacturer's printed instructions.

3.4 APPLICATION: FLOORING .1 Provide high ventilation rate, with maximum outside air, during installation, and for 48 to 72 hours after installation. If possible, vent directly to outside. Do not let contaminated air re-circulate through district or whole building air distribution system. Maintain extra ventilation for at least one month following building occupation.

.2 Apply adhesive uniformly using recommended trowel. Do not spread more adhesive than can be covered by flooring before initial set takes place.

.3 Lay flooring with seams parallel to building lines to produce a minimum number of seams. Border widths minimum 1/3 width of full material.

.4 Run sheets in direction of traffic. Double cut sheet joints and heat weld according to manufacturer's printed instructions.



Page 5 of 6

.5 Heat weld seams of linoleum sheet flooring in accordance with manufacturer's printed instructions.

.6 As installation progresses, and after installation roll flooring with 45 kg minimum roller to ensure full adhesion.

.7 Cut flooring around fixed objects.

.8 Install feature strips and floor markings where indicated. Fit joints tightly.

.9 Install flooring in pan type floor access covers. Maintain floor pattern.

.10 Continue flooring over areas which will be under built-in furniture.

.11 Continue flooring through areas to receive movable type partitions without interrupting floor pattern.

.12 Terminate flooring at centre line of door in openings where adjacent floor finish or colour is dissimilar.

.13 Install metal edge strips at unprotected or exposed edges where flooring terminates.

3.5 APPLICATION: BASE .1 Lay out base to keep number of joints at minimum.

.2 Clean substrate and prime with one coat of adhesive.

.3 Apply adhesive to back of base.

.4 Set base against wall and floor surfaces tightly by using 3 kg hand roller.

.5 Install straight and level to variation of 1:1000.

.6 Scribe and fit to door frames and other obstructions. Use premoulded end pieces at flush door frames.

.7 Cope internal corners. Use premoulded corner units for right angle external corners. Use formed straight base material for external corners of other angles.

.8 Use toeless type base where floor finish will be carpet, coved type elsewhere.

.9 Install toeless type base before installation of carpet on floors.

.10 Heat weld base in accordance with manufacturer's printed instructions.

3.6 CLEANING .1 Proceed in accordance with Section 01 74 11 - Cleaning.

.2 Remove excess adhesive from floor, base and wall surfaces without damage.



Page 6 of 6

.3 Clean, seal and wax floor and base surface to flooring manufacturer's printed instructions.

3.7 PROTECTION .1 Protect new floors from time of final set of adhesive until final inspection.

.2 Prohibit traffic on floor for 48 hours after installation.

.3 Use only water-based coating for linoleum.

END OF SECTION


Section 10 22 26-r2 FOLDING PANEL PARTITIONS

Page 1 of 6

PART 1 - GENERAL

1.1 RELATED SECTIONS .1 Division 1 – General Requirements

.2 Section 05 12 23 – Structural Steel For Buildings

.3 Section 05 50 00 – Metal Fabrications

1.2 REFERENCES .1 American National Standards Institute (ANSI) .1 ANSI A208.1-99, Particleboard, Mat-Formed Wood. .2 ANSI A208.2-02, Medium Density Fiberboard (MDF) for

Interior Application.

.2 American Society for Testing and Materials International (ASTM) .1 ASTM E 90-04, Standard Test Method for Laboratory

Measurement of Airborne Sound Transmission Loss of Building Partitions and Elements.

.2 ASTM E 336-05, Standard Test Method for Measurement of Airborne Sound Insulation in Buildings.

.3 Canadian General Standards Board (CGSB) .1 CAN/CGSB-11.3-M87, Hardboard.

.4 Canadian Standards Association (CSA International) .1 CSA O115-M1982(R2001), Hardwood and Decorative

Plywood. .2 CSA O151-04, Canadian Softwood Plywood.

.5 Underwriters Laboratories' of Canada (ULC) .1 CAN/ULC-S102-03, Method of Test for Surface Burning

Characteristics of Building Materials and Assemblies.

1.3 DESIGN REQUIREMENTS .1 Design and fabricate folding partitions with minimum STC of 52 minimum tested to ASTM E 90.

1.4 ACTION AND INFORMATIONAL SUBMITTALS

.1 Product Data: .1 Submit manufacturer's printed product literature,

specifications and datasheet and include product characteristics, performance criteria, physical size, finish and limitations.

.2 Submit test data showing compliance with ASTM E 90

.3 Submit WHMIS Material Safety Data Sheets in accordance with Section 02 81 01 - Hazardous Materials.

.2 Shop Drawings: .1 Before shop drawings and fabrication is started, take critical

measurements at the site to facilitate installation ad fitting of work.

.2 Submit, job specific, drawings stamped and signed by professional engineer registered or licensed in Province of Ontario, Canada.

.3 Indicate installation requirements including dimensions, head



Page 2 of 6

and jamb conditions, track layout, stacking arrangement, switching, hardware, finish and colour, operating mechanism, and location

.3 Samples: .1 Submit duplicate 300 x 300mm samples of partition finish for

each colour selected.

.4 Quality assurance/control submittals: submit following in accordance with Section 01 45 00 - Quality Control. .1 Test reports: submit certified test reports for folding panel

partitions from approved independent testing laboratories, indicating compliance with specifications for specified performance characteristics and physical properties.

.2 Submit test data indicating compliance with design requirements regarding sound transmission and fire hazard classification.

.3 Submit acoustical test data to ASTM E 90 and ensure construction details and weight are provided.

.4 Certificates: submit certificates signed by manufacturer certifying that materials comply with specified performance characteristics and physical properties.

.5 Manufacturer's Instructions: submit manufacturer's installation instructions. Indicate special handling criteria, installation sequence and cleaning procedures.

.5 Closeout Submittals: .1 Provide operation and maintenance data for folding panel

partitions for incorporation into manual specified in Section 01 78 00 - Closeout Submittals.

.2 Manufacturer's Instructions: submit manufacturer's installation instructions and special handling criteria, installation sequence, and cleaning procedures.

.6 Closeout Submittals: .1 Provide maintenance data for plastic laminate for

incorporation into manual specified in Section 01 78 00 - Closeout Submittals.



.2 Protect finished surfaces during shipment and installation.

.3 Waste Management and Disposal: .1 Separate waste materials for in accordance with Section 1 74

21 - Construction/Demolition Waste Management and Disposal.

1.6 QUALITY ASSURANCE .1 Installer Qualifications .1 Installer shall be an experienced installer who is certified in

writing by the operable partition manufacturer, as qualified to install the partition system for work similar in material, design, and extent to that indicated for this Project.



Page 3 of 6

1.7 WARRANTY .1 Provide a warranty by the manufacturer of the operable partitions agreeing to repair or replace any components with manufacturing defects for a period of five (5) years

PART 2 - PRODUCTS

2.1 MATERIALS .1 Operable Wall, Power Operated .1 Reference C103-O1 and C102-O1 .2 Length 19,940 +/- confirm on site .3 Height 6550 +/- confirm on site .4 Panel Configuration Double Panel Center Stack .5 Pocket Location Outside of room .6 Pocket Doors Yes. Manufactured of same panel

material as partition, complete with all necessary hardware and trim

.7 Sound Control 52 STC, Moderate

.8 Operation Power operated, key-switch operation with all switches supplied by this section, all rough-ins and wiring to be by Div. 26 to suit approved shop drawings.

.9 Closure Method Automatic

.10 Suspension Track Heavy Duty

.11 Bottom Seal Automatic

.12 Panel .1 Width 1220 +/- nominal, complete with

custom length end panels to suit project requirements

.2 Thickness 76 +/- nominal

.3 Durability High

.4 Cover Class ‘A’ fire rated heavy duty Vinyl. Colour to be selected from manufacturer’s full range.

.13 Trim To be selected from manufacturer’s full range.

.14 Pass Door Two each panel, see plans. Constructed same as panel construction and equipped with friction latch and flush pulls for panic operation. No threshold shall be required. Pass Doors to be barrier free.

.15 Work Surface None .16 Operating motor shall be Continuous Heavy Duty,,

Reversible, Class A Insulated. Have NEMA MG1 service factor, high standard torque, thermal overload protection and open/drip proof enclosure. Motor assembly compliant with NFPA 70, 24 volt controls, compliant with UL 508A, and speed of approximately 28 feet per minute. Drive Unit motor equipped with outboard limit switches to prevent



Page 4 of 6

over-extension. Attach a positive chain drive to the lead panel to pull the partition across the opening. Cable, belt or other friction type drives are not acceptable

.1 Electric Motor: 208/230-volt, 3-phase, 1-1/2 HP 5.2 FLA

.17 Manufacturers: Subject to compliance with the project requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following .1 Modernfold Acousti-Seal 933 EG .2 Alternates as approved by the Consultant

.2 Operable Wall, Manually Operated .1 Reference C101-O1 .2 Length 11,760 +/- confirm on site .3 Height 5,625 +/- confirm on site .4 Panel Configuration Single or Double Panel Side Center

Stack .5 Pocket Location Outside of room .6 Pocket Doors Yes. Manufactured of same panel

material as partition, complete with all necessary hardware and trim

.7 Sound Control 52 STC, Moderate

.8 Operation Manually operated

.9 Closure Method Automatic

.10 Suspension Track Heavy Duty

.11 Bottom Seal Automatic

.12 Panel .1 Width 1220 +/- nominal, complete with

custom length end panels to suit project requirements

.2 Thickness 76 +/- nominal

.3 Durability High

.4 Cover Class ‘A’ fire rated Upholstery Fabric with surface treatment to resist stains. Colour to be selected from manufacturer’s full range.

.13 Trim To be selected from manufacturer’s full range.

.14 Pass Door None

.15 Work Surface None .16 Manufacturers: Subject to compliance with the project

requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following .1 Modernfold, Acousti-Seal Encore .2 Moderco, Signature 8000 series, model 8600 .3 Alternates as approved by the Consultant

.3 Folding panel partition(s) sizes: Contractors will be required to review the project specific drawings and details and confirm the actual size of the partition requirements and confirm with on site with field information. The approximate size of the partition(s) are indicated in the door schedule

.4 Panels shall acoustically seal to the back of the pocket partition and



Page 5 of 6

the opposing wall. Panels shall not seal to the pocket enclosure door

.5 Panel Construction and STC Rating: Nominal 75mm (3”) thick in width and height required, with horizontal and vertical farming elements fabricated from 18 gauge formed steel with overlapped and welded corners; reinforced top channel to support suspension system components; frame with concealed formed steel at vertical edges

.6 Panel Skin; Nominal 21 gauge formed steel wrapping around panel edge, with panel skins lock-formed and welded directly to the frame for unitized construction with minimum STC as follows:

.7 Hinges for Closure Panels for Steel Panels: SOSS invisible laminated hinge with anti-friction segments mounted between each heat treated link. Attached hinge directly to panel frame, with welded internal hinge bracket to support hinge and allow for adjustment of hinge plates. Concealed hinges mounted into panel edge or vertical astragals are not acceptable

.8 Panel Trim: No vertical trim required or allowed on vertical edges of panels; minimal groove appearance at panel joints

.9 Panel Weight: As standard with manufacturer for STC selected, 6.5 to 11 pounds per sq ft

.10 Vertical Interlocking Sound Seals Between Panels: Roll-formed steel astragals, with reversible tongue and groove configuration in each panel edge for universal panel operation. Rigid plastic or aluminum astragals or astragals in only one panel edge are not acceptable

.11 Horizontal Top Seals: Continuous contact extruded vinyl bulb shape with pairs of non-contacting vinyl fingers to prevent distortion without the need for mechanically operated parts

.12 Horizontal Bottom Floor Seals: Automatic operable seals providing nominal 2” operating clearance with an operating range of plus 13mm (1/2”) to minus 38mm (1-1/2”) which automatically drop as panels are positioned without the need for tools or cranks

2.2 COMPONENTS .1 Suspension System: Heavy Duty Suspension System .1 Track: Nominal 11 gauge formed steel track, suitable for

either direct mounting to wood header or supported by adjustable steel hanger brackets, supporting the load-bearing surface of the track, connected to structural support by pairs of 10mm (0.38”) diameter threaded rods

2.3 ACCESSORIES .1 Carriers: One all-steel trolley with steel tired ball-bearing wheels for all panels except hinged panels. Non-steel tires are not acceptable.



Page 6 of 6

PART 3 - EXECUTION

3.1 MANUFACTURER'S INSTRUCTIONS


3.2 INSTALLATION .1 Secure and level track.

.2 Install folding partitions in accordance with manufacturer's printed instructions.

.3 Touch up damaged finishes, repair damage to partitions to match original finish.

.4 Clean folding partition system and protect from damage.

.5 Adjust and leave partitions in smooth operating condition.

3.3 CLEANING .1 Proceed in accordance with Section 01 74 11 - Cleaning.

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

END OF SECTION


Section 10 51 13-r3 METAL LOCKERS

Page 1 of 2

PART 1 - GENERAL

1.1 RELATED SECTIONS .1 Division 1 – General Requirements.

.2 Section 01 23 10 – Separate, Alternate and Unit Prices

.3 Section 06 10 00 – Rough Carpentry

1.2 REFERENCES .1 CAN/CGSB-44.40-92, Steel Clothing Locker.

1.3 SHOP DRAWINGS .1 Submit shop drawings in accordance with Section 01 33 00 - Submittal Procedures.

.2 Indicate type and class of locker, thicknesses of metal, fabricating and assembly methods, tops, rods, hooks, shelves, bases, trim, numbering, filler panels, end/back panels, doors, handles, locking method, ventilation method and finishes.

1.4 SAMPLES .1 Submit samples in accordance with Section 01 33 00 - Submittal Procedures.

.2 Submit duplicate 50 x 50 mm samples of colour and finish on actual base metal.

1.5 WASTE MANAGEMENT AND DISPOSAL

.1 Separate and recycle waste materials in accordance with Section 01 74 19 - Construction/Demolition Waste Management And Disposal.

.2 Collect and separate plastic, paper packaging and corrugated cardboard in accordance with Waste Management Plan.

.3 Fold up metal banding, flatten and place in designated area for recycling.

PART 2 - PRODUCTS

2.1 MANUFACTURED UNITS .1 Lockers: to CAN/CGSB-44.40, Type 1-Double width full-height locker Class 1 - One complete locker, freestanding .1 Size: 610 mm wide x 381 mm deep x 1830 mm high, steel

body. Comprised of sides, back top and bottom 24 gauge 0.60 mm (0.024") thick.

.2 Sides, backs, centre dividers shall be 24 gauge with formed edges.

.3 Bottom pan to provide positive drain in bottom

.4 Box base. 20 gauge galvanneal 0.90 mm (0.036") thick sheet steel 89mm (3 1/2”) high

.5 Door Frame. Cold rolled not less than 16 gauge 1.5 mm (0.060") thick sheet steel formed to channel shape and horizontal members welded to vertical member. Ventilation


Section 10 51 13-r3 METAL LOCKERS

Page 2 of 2

through vertical members of frame

.6 Doors shall be double pan design c/w hasp for padlock preparation. Cold rolled stretcher leveled sheet steel 20 gauge 0.90 mm (0.36") thick outer panel and 24 gauge 0.60 mm (0.024") thick inner panel spot welded together on 4 sides. Provide for recessed locking arrangement. Doors shall be set flush to frames.

.7 Interior dividers and shelves. 24 gauge 0.60 mm (0.24") thick cold rolled steel with channel formed fronts

.8 Trim. 22 gauge 0.76 mm (0.030") thick sheet steel except roll formed trim for which 20 gauge 0.90 mm (0.036") sheet steel is acceptable

.9 Hinges. Full length continuous hinge welded to frame and riveted to door.

.10 Name plates: Aluminum name plates shall accommodate four digits recessed into door surface. Consultant to advise numbering system.

.11 Coat hooks (3) and coat rod.

.12 Prefinished metal sloped top: 16 gauge

.13 Prefinished metal end and side closures

.14 Color(s) .1 Will be selected from manufacturer’s standard range. .2 Three (3) different colours may be selected by the

consultant from the standard range. .15 Manufacturers: Subject to compliance with requirements,

available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: .1 Emperor series as manufactured by Hadrian .2 Event Lockers as manufactured by GSS .3 Alternate(s) as approved by the consultant

2.2 ACCESSORIES .1 Locking system: padlocks, supplied and installed by owner.

PART 3 - EXECUTION

3.1 INSTALLATION .1 Assemble and install lockers in accordance with manufacturer's written instructions.

.2 Securely fasten lockers to grounds and nailing strips.

.3 Install wall trim around recessed locker banks.

.4 Install filler panels (false fronts) where indicated and where obstructions occur.

.5 Install finished end panels to exposed ends of locker banks.

.6 Install locker name plates.

END OF SECTION


Section 26 09 43-r2 NETWORKED LIGHTING

CONTROL SYSTEM Page 1

EPOH project no. 1445

PART 1 GENERAL

1.1 RELATED REQUIREMENTS

.1 American National Standards Institute .1 ASHRAE/IES Standard 90.1

.2 Section 01 91 31 – Commissioning Plan.

.3 Section 01 91 41 – Commissioning: Training.

.4 Section 11 12 00 – Traffic Control Equipment

.5 Section 25 05 50– BAS

.6 Section 26 09 43.1- Networked Lighting Control System Programming & Commissioning Schedules

.7 Section 26 50 00 – Lighting

.8 Section 27 10 05 – Structured Cabling for Communication

.9 Section 28 31 00 – Fire Detection and Alarm

.10 Section 26 Electrical Sections, including wiring devices, apply to the work of this Section.

1.2 SUMMARY

.1 The lighting control system specified in this section shall provide time-based, sensor-based (both occupancy and daylight), and manual lighting control.

.2 The system shall be capable of turning lighting loads on/off as well as dimming lights (if lighting load is capable of being dimmed)

.3 All system devices shall be networked together enabling digital communication and shall be individually addressable.

.4 The system architecture shall be capable of enabling stand-alone groups (rooms) of devices to function in some default capacity even if network connectivity to the greater system is lost.

.5 The system architecture shall facilitate remote operation via a computer connection.

.6 The system shall not require any centrally hardwired switching equipment.

.7 The system shall be capable of wireless, wired, or hybrid wireless/wired architectures as applicable on the drawings.

.8 The system shall provide ability to control emergency egress lighting powered from central battery inverter units via ULC approved emergency relay devices for control of all building emergency lighting in tandem with normal lighting except during a power outage in which case fixtures fed from





inverter battery backup supplies will turn “FULL ON” when control system drops out to suit emergency egress lighting requirements in accordance with all code requirements.

1.3 SHOP DRAWINGS

.1 Provide submittals in accordance with Section 01 33 00 - Submittal Procedures.

.1 Submittals Package: Submit the shop drawings, and the product data specified below at the same time as a package.

.2 Shop Drawings: .1 Composite wiring and/or schematic diagram of each

control circuit as proposed to be installed including all other diagrams as needed for special operation or interaction with all other building systems (standard diagrams will not be accepted).

.2 Scale drawing for each area showing exact location of each device and associated interconnectivity.

.3 Example Contractor Startup/Commissioning Worksheet – must be completed prior to factory start-up

.4 All other operational descriptions to suit programming in each area.

.3 Product Data: Catalog sheets, specifications and installation instructions.

.4 Include data for each device which: .1 Indicates where sensor is proposed to be installed. .2 Prove that the sensor is suitable for the proposed

application.

1.4 COORDINATION .1 Coordinate lighting control components to form an integrated interconnection of compatible components.

.2 Coordinate with all other Sections as necessary for a complete system installation as noted on the drawings.

.3 The installing contractor shall be responsible for a complete and functional system in accordance with all regulations and compliance with mandatory provisions of ASHRAE 90.1-2013, this section is responsible to ensure accordance with all commissioning requirements including any additional control devices, rough-ins, network connections, etc. as necessary to meet all mandatory commissioning and AHJ operational requirements.

1.5 WARRANTY .1 Provide a five year complete manufacturer’s warranty on all products to be free of manufacturers’ defects.

1.6 QUALITY ASSURANCE .1 In high humidity or cold environments, the sensors shall be conformably coated and rated for condensing humidity and -40 degree Fahrenheit (and Celsius) operation.

.2 All applicable products must be CSA/cUL listed or other acceptable national testing organization.





.3 All workmanship



.2 Deliver materials to site in original factory packaging, labeled with manufacturer's name and address.

.3 Packaging Waste Management: remove for reuse and return if applicable of pallets, crates, paddling, and packaging materials in accordance with Section 01 74 21 - Construction/Demolition Waste Management and Disposal.

.4 Do not install equipment until following conditions can be maintained in spaces to receive equipment:

.1 Ambient temperature: 0° to 40° C (32° to 104° F).

.2 Relative humidity: Maximum 90 percent, non-condensing.

1.8 CLOSEOUT SUBMITTALS

.1 Provide within 90 days after the date of system acceptance, record drawings of the actual system specific installation be provided to the Owner and shall include as minimum: lighting equipment location, luminaire identifier, control type and location and circuiting of each piece of lighting equipment.

.2 Provide Operation and Maintenance Manuals for all lighting controls within 90 days after the date of system acceptance and shall include at a minimum, the following:

.1 Submittal data indicating all selected options for each piece of lighting equipment and lighting controls.

.2 Routine maintenance procedures for all devices including a recommended relamping program and a schedule for inspecting and recalibrating lighting controls.

.3 A complete narrative of how each lighting control system is intended to operate including all programmed settings at the completion of commissioning.

.3 Provide written certification from a 3rd party not involved with design, installation or manufacture of the system that it has been commissioned and operates in compliance with all mandatory requirements of ASHRAE 90.1-2013.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

.1 Acceptable Manufacturer: .1 Basis of design product: nLight Network Control System by

Sensor Switch (Acuity Brands Company) or subject to compliance and approval with the same operational intent as the devices noted to suit the control requirements of this section.

.2 Alternate Products/Substitutions: .1 All proposed products must be submitted in writing for





approval by the design professional no later than fourteen (14) calendar days prior to the tender closing date and shall include a job specific submission in accordance with Section 1.3.3 above indicating at minimum: proposed system layout and network topology for building layout, device cut-sheets and dimming/control methodology, ULC approved emergency lighting switching, dimming load types and BACnet integration for use of occupancy sensors by Div. 25 in order to confirm the ability to meet the base system design requirements with any and all deviations from the base system design specifically noted or highlighted for review and approval by Consultant; the Consultant reserves the right to discard submissions not submitted to the standard noted above; products must be made available to all bidders.

.2 By using pre-approved alternate substitutions, the contractor accepts responsibility and associated costs for all required design modifications to circuitry, devices, and wiring by Consultant if necessary to implement system change. The contractor shall provide complete engineered shop drawings (including power and control wiring as necessary) with deviations from the original design highlighted in an alternate color to the engineer for review and approval prior to rough-in.

.3 Acceptable alternate lighting control system manufacturer’s that follow must meet the design intent and operational requirements of this specification and specific operational requirements as noted on the drawings, with any associated costs to other divisions and coordination of such work is to be included and may include but is not necessarily limited to only items such as; modifications to line voltage power rough-ins, 0-10V low-voltage and/or lighting network wiring to suit pre-approved alternate system requirements with all to be performed and/or paid for by the electrical contractor are as follows: .1 Wattstopper DLM with Vantage Architectural

controls

2.2 SYSTEM REQUIREMENTS

.1 The lighting control system is based upon three main concepts; 1) intelligent lighting control devices 2) standalone lighting control zones 3) network backbone for remote or time based operation.

.2 Intelligent lighting control devices shall consist of one or more basic lighting control components; occupancy sensors, photocell sensors, relays, dimming outputs, manual switch stations, and manual dimming stations.

.3 System must interface directly with any intelligent LED luminaires such that only CAT-5e cabling is required to interconnect luminaires with control components such as sensors and switches.

.4 Intelligent lighting control devices shall communicate digitally, require <4 mA of current to function (Graphic wall stations excluded), and posses RJ-45 style connectors.

.5 Lighting control zones shall consist of one or more intelligent lighting control components, be capable of stand-alone operation, and be capable of





being connected to a higher level network backbone.

.6 Devices within a lighting control zone shall be connected with CAT-5e low voltage cabling in any order.

.7 Lighting control zone shall be capable of automatically configuring itself for default operation without any start-up labor required.

.8 Individual lighting zones must continue to provide a user defined default level of lighting control in the event of a system communication failure with the backbone network or the management software becoming unavailable.

.9 All switching and dimming for a specific lighting zone shall take place within the devices located in the zone itself unless noted otherwise (i.e. not in a remotely located devices such as panels) to facilitate system robustness and minimize wiring requirements. Specific applications that require centralized or remote switching shall be capable of being accommodated.

.10 System shall have multiple primary wall mounted network control “gateway” devices that are capable of accessing and controlling connected system devices and linking into an Ethernet LAN.

.11 System shall use “bridge” devices that route communication and distribute power for up to 8 directly connected lighting zones together for purposes of decreasing system wiring requirements.

.12 System shall have a web-based software management program that enables remote system control, status monitoring, and creation of lighting control profiles.

.13 Individual lighting zones shall be capable of being segmented into several “local” channels of occupancy, photocell, and switch functionality for more advanced configurations and sequences of operation.

.14 Devices located in different lighting zones shall be able to communicate occupancy, photocell, and switch information via the wired backbone.

.15 System shall be capable of operating a lighting control zone according to several sequences of operation. System shall be able to change a spaces sequence of operation according to a time schedule so as to enable customized time-of-day, day-of-week utilization of a space. Note operating modes should be utilized as noted on the plans and commissioned as indicated in Section 26 09 43.1- Networked Lighting Control System Programming & Commissioning Schedules consistent with ASHRAE 90.1 mandatory control requirements for each type of space. The following are general configurations for typical control modes:

.1 Auto-On / Auto-Off (via occupancy sensors) • Zones with occupancy sensors automatically turn

lights on when occupant is detected. • Zones with occupancy and/or photocell sensors turn

lights off when vacancy or sufficient daylight is detected.

• Pressing a switch will turn lights off. The lights will





remain off regardless of occupancy until switch is pressed again, restoring the sensor to Automatic On functionality.

.2 Auto-On to 50% / Auto-Off (via occupancy sensors) • Zones with occupancy sensors automatically turn

lights on to 50% when occupant is detected. • Zones with occupancy and/or photocell sensors turn

lights off when vacancy is detected and automatically dim daylight harvest zones if sufficient daylight is detected.

• Pressing the switch will turn light zone off and each switch will have up/down dimmer for control to suit fixture zoning. The lights will remain off regardless of occupancy until switch is pressed again, restoring the sensor to Automatic On functionality.

.3 Manual-On / Auto-Off (also called Semi-Automatic) • Pushing a switch will turn lights on. • Zones with occupancy and/or photocell sensors turn


.4 Manual-On to Auto-On/Auto-Off • Pushing a switch will turn lights on. • After initial lights on, zones with occupancy and/or

photocell sensors turn lights on/off according to occupancy/vacancy and/or daylight conditions.

• Sequence can be reset via scheduled (ex. daily each morning) events

.5 Auto-to-Override On • Zones with occupancy sensors automatically turn

lights on when occupant is detected. • Zone lighting then goes into an override on state for a

set amount of time or until the next time event returns the lighting to an auto-off style of control.


.6 Manual-to-Override On • Pushing a switch will turn lights on. • Zone lighting then goes into an override on state for a

set amount of time or until the next time event returns the lighting to an auto-off style of control.


f. Auto On / Predictive Off • Zones with occupancy sensors automatically turn

lights on when occupant is detected. • Zones with occupancy and/or photocell sensors turn


• If switch is pressed, lights turn off and a short “exit timer” begins. After timer expires, sensor scans the room to detect whether occupant is still present. If no occupancy is detected, zone returns to auto-on. If occupancy is detected, lights must be turned on via the switch.





.7 Multi-Level Operation (multiple lighting levels per manual button press) • Operating mode designed specifically for bi-level

applications • Enables the user to cycle through the up to four

potential on/off lighting states using only a single button.

• Eliminates user confusion as to which of two buttons controls which load

• Three different transition sequences are available in order to comply with energy codes or user preference

• Mode available as a setting on all devices that have single manual on/off switch.

• Provide the ability to command dimming outputs to “step” in a sequence that achieves bi-level operation.

.8 Control software shall enable logging of system performance

data and presenting useful information in a web-based graphical format and downloadable to .CSV files.

.9 BMS system integration via lighting control BACnet IP Interface plug-in software.

2.3 CONTROL MODULE (GATEWAY)

.1 Control module shall be a device that facilitates communication and time-based control of downstream network devices and linking into an Ethernet.

.2 Devices shall have a user interface that is capable of wall mounting, powered by low voltage, and have a touch screen.

.3 Control device shall have three RJ-45 ports for connection to other backbone devices (bridges) or directly to lighting control devices.

.4 Device shall automatically detect all devices downstream of it.

.5 Device shall have a standard and astronomical internal time clock.

.6 Device shall have at least one RJ-45 10/100 BaseT Ethernet connection.

.7 Device shall have a USB port

.8 Each control gateway device shall be capable of linking devices to the management software.

.9 Device shall be capable of using a dedicated or DHCP assigned IP address.

.10 Control module gateway bridges shall be as noted on the drawings or equal/alternate as approved by Consultant.

2.4 COMMUNICATION .1 Device shall surface mount to a standard 4” x 4” square junction box.





BRIDGES .2 Device shall have 8 RJ-45 ports.

.3 Device shall be capable of aggregating communication from multiple lighting control zones for purposes of minimizing backbone wiring requirements back to Control Gateway.

.4 Device shall be powered with Class 2 low voltage supplied locally via a directly wired power supply or delivered via a CAT-5e cabled connection.

.5 Device shall be careful of redistributing power from its local supply and connect lighting control zones with excess power to lighting control zones with insufficient local power. This architecture also enables loss of power to a particular area to be less impactful on network lighting control system.

.6 Communication bridges shall be noted on the drawings or equal/alternate as approved by Consultant.

2.5 NETWORKED SYSTEM WALL SWITCHES AND DIMMERS

.1 Devices shall recess into single-gang switch box and fit a standard GFI opening.

.2 Devices shall be available with zero or one integrated Class 1 switching relay.

.3 Communication and low voltage power shall be delivered to each device via standard CAT-5e low voltage cabling with RJ-45 connectors.

.4 All sensors shall have two RJ-45 ports.

.5 All devices shall provide toggle switch control. Dimming control and low temperature/high humidity operation are available options for use in locations as noted on the plans.

.6 Devices shall be provided in White finish.

.7 Devices with dimming control outputs can control 0-10 VDC dimmable ballasts by sinking up to 20 mA of current (min 20 ballasts per output).

.8 Devices with capacitive touch buttons shall provide audible user feedback with different sounds for on/off, raise/lower, start-up, and communication offline.

.9 Devices with mechanical push-buttons shall provide tactile and LED user feedback.

.10 Devices with mechanical push-buttons shall be made available with custom button labeling to suit Owner’s preference.

.11 Devices with a single on button shall be capable of selecting all possible lighting combinations for a bi-level lighting zone such that the user confusion as to which of two buttons (as is present in multi-button scenarios) controls which load is eliminated.

.12 Wall switches & dimmers shall be noted on the drawings or equal/alternate as approved by Consultant.





2.6 NETWORKED SYSTEM SCENE CONTROLLERS

.1 Device shall have two to four buttons for selecting programmable lighting control profiles or acting as on/off switches.

.2 Device shall recess into single-gang switch box and fit a standard GFI opening.

.3 Devices shall provide LED user feedback.

.4 Communication and Class 2 low voltage power shall be delivered to each device via standard CAT-5e low voltage cabling with RJ-45 connectors.

.5 All sensors shall have two RJ-45 ports.

.6 Device shall be capable of reprogramming other devices in its zone so as to implement user selected lighting scene.

.7 Device shall be capable of selecting a lighting profile be run by the system’s upstream Gateway so as to implement selected lighting profile across multiple zones or to suit Owner programmed lighting preset (and not just its local zone).

.8 Device shall have LEDs indicating current selection.

.9 Scene Selector devices shall be as noted on the drawings or equal/alternate as approved by Consultant.

2.7 NETWORKED SYSTEM GRAPHIC WALLPOD STATION

.1 Device shall have a 3.5” full color touch screen for selecting up to 8 programmable lighting control presets or acting as up to 16 on/off/dim control switches.

.2 Device shall enable configuration of lighting presets, switched, and dimmers via password protected setup screens.

.3 Device shall enable user supplied .jpg screen saver image to be uploaded.

.4 Device shall surface mount to single-gang switch box

.5 Device shall have a micro-USB style connector for local computer connectivity.

.6 Device shall have two RJ-45 ports for communication

.7 Device shall be the as noted on the drawings or equal/alternate as approved by Consultant.

2.8 NETWORKED SYSTEM OCCUPANCY SENSORS

.1 Occupancy sensors system shall sense the presence of human activity within the desired space and fully control the on/off function of the lights.

.2 Sensors shall be available with zero, one, or two integrated Class 1 switching relays, and up to one 0-10 VDC dimming output. Sensors shall be capable of switching 120 / 277 / 347 VAC. Load ratings shall be 800 W @ 120 VAC, 1200 W @ 277 VAC, 1500 W @ 347 VAC, and ¼ HP motor. Relays shall be dry contacts.





.3 Sensors shall be available with one or two occupancy “poles”, each of which provides a programmable time delay.

.4 Communication and Class 2 low voltage power shall be delivered to each device via standard CAT-5e low voltage cabling with RJ-45 connectors.

.5 All sensors shall have two RJ-45 ports or capable of utilizing a splitter.

.6 All sensors shall have the ability to detect when it is not receiving valid communication (via CAT-5e connections) and blink its LED in a pattern to visually indicate of a potential wiring issue

.7 Every sensor parameter shall be available and configurable remotely from the software and locally via the device push-button.

.8 Sensors shall be able to function together with other sensors in order to provide expanded coverage areas by simply daisy-chain wiring together the units with CAT-5e cabling.

.9 Sensors shall be equipped with an automatic override for 100 hour burn-in of lamps. This feature must be available at any time for lamp replacements.

.10 Wall switch sensors shall recess into single-gang switch box and fit a standard Decorator faceplate opening.

.11 Wall switch sensors must meet OESC grounding requirements by providing a dedicated ground connection and grounding to mounting strap. Line and load wire connections shall be interchangeable. Sensor shall not allow current to pass to the load when sensor is in the unoccupied (Off) condition.

.12 Wall switch sensors shall have optional features for photocell/daylight override, vandal resistant lens, and low temperature/high humidity operation.

.13 Wall switch sensors shall be provided with White finish.

.14 Wall switch sensors shall be available with optional raise/lower dimming adjustment controls.

.15 Network system shall have sensors that can be embedded into luminaire such that only the lens shows on luminaire face.

.16 Embedded fixture mount sensors shall be provided supplied installed in luminaires as noted on the plans and be capable of powering themselves via a line power feed.

.17 Network system shall have ceiling, fixture, recessed, & corner mounted sensors available.

.18 Sensors shall have optional features for photocell/daylight override, dimming control, and low temperature/high humidity operation.

.19 Sensors with dimming can control 0 to 10 VDC dimmable ballasts by sinking up to 20 mA of Class 2 current (min 20 ballasts per output).





.20 Sensors shall be supplied complete with options as noted on the drawings or equal/alternate as approved by Consultant.

2.9 NETWORKED SYSTEM DAYLIGHT (PHOTOCELL AND OR DIMMING) SENSORS

.1 Photocell shall provide for an on/off set-point, and a dead-band to prevent the artificial light from cycling. Delay shall be incorporated into the photocell to prevent rapid response to passing clouds.

.2 Photocell and dimming sensor’s set-point and dead-band shall be automatically calibrated through the sensor’s microprocessor by initiating an “Automatic Set-point Programming” procedure. Min and max dim settings as well as set-point may be manually entered.

.3 Dead-band setting shall be verified and modified by the sensor automatically every time the lights cycle to accommodate physical changes in the space (i.e., furniture layouts, lamp depreciation, or lamp outages).

.4 Dimming sensors shall control 0 to 10 VDC dimmable ballasts by sinking up to 20 mA of class 2 current (minimum of 20 ballasts).

.5 Photocell and dimming sensors shall be equipped with an automatic override for 100 hour burn-in of lamps. This feature must be available at any time for lamp replacements.

.6 Combination units that have all features of on/off photocell and dimming sensors shall also be available.

.7 A dual zone option shall be available for On/Off Photocell, Automatic Dimming Control Photocell, or Combination units. The second zone shall be capable of being controlled as an “offset” from the primary zone.

.8 Line voltage versions of the above described photocell and combination photocell/dimming sensors shall be capable of switching both 120 VAC, 277 VAC, and 347 VAC. Load ratings shall be 800 W @ 120 VAC, 1200 W @ 277 VAC, 1500 W @ 347 VAC, and ¼ HP motor load. Relays shall be dry contacts.

.9 Sensors shall be supplied complete with options as noted on the drawings or equal/alternate as approved by Consultant.

2.10 NETWORKED SYSTEM POWER (RELAY) PACKS

.1 Power Pack shall incorporate one or more Class 1 relays and contribute low voltage power to the rest of the system. Secondary Packs shall incorporate the relay(s), shall have an optional 2nd relay, 0-10 VDC dimming output, or line voltage dimming output, but shall not be required to contribute system power. Power Supplies shall provide system power only, but are not required to switch line voltage circuit. Auxiliary Relay Packs shall switch low voltage circuits only.

.2 Power Packs shall accept 120 or 347 VAC, be plenum rated, and provide Class 2 power to the system.

.3 All devices shall have a minimum of two RJ-45 ports.

.4 Every Power Pack parameter shall be available and configurable remotely from the software and locally via the device push-button or local programming/commissioning tool.





.5 Power Pack shall securely mount to junction location through a threaded ½ inch chase nipple or be capable of being secured within a luminaire ballast channel. Plastic clips into junction box shall not be accepted. All Class 1 wiring shall pass through chase nipple into adjacent junction box without any exposure of wire leads.

.6 When required by local code, Power Pack must install inside standard electrical enclosure and provide ULC recognized support to junction box. All Class 1 wiring is to pass through chase nipple into adjacent junction box without any exposure of wire leads.

.7 Power (Secondary) Packs shall be available that provide up to 16 Amp switching of all lighting load types.

.8 Power (Secondary) Packs shall be available that provide up to 5 Amps switching of all lighting load types as well as 0-10 VDC dimming or fluorescent ballasts/LED drivers.

.9 Specific Secondary Packs shall be available that provide up to 5 Amps of switching as well as 0-10 VDC dimming of fluorescent ballasts/LED drivers.

.10 Specific Secondary Packs shall be available that provide up to 5 Amps of switching and can dim 120/277 VAC magnetic low voltage transformers.

.11 Specific Secondary Packs shall be available that provide up to 4 Amps of switching and can dim 120 VAC electronic low voltage transformers.

.12 Specific Secondary Packs shall be available that require a manual switch signal (via a networked Wall Station) in order to close its relay.

.13 Specific Power/Secondary Packs shall be available that are ULC924 listed for switching of Emergency egress lighting power circuits.

.14 Power/Secondary Packs and shall be supplied complete with options as noted on the drawings or equal/alternate as approved by Consultant.

2.11 NETWORKED SYSTEM RELAY AND DIMMING PANELS

.1 Panel shall incorporate up to 4 normally closed latching relays capable of switching 120/277 VAC or up to 2 Dual Phase relays capable of switching 208/240/480 VAC loads.

.2 Relays shall be rated to switch up to a 30A ballast load at 277 VAC.

.3 Panel shall provide one 0-10VDC dimming output paired with each relay.

.4 Panel shall power itself from an integrated 120/347 VAC supply.

.5 Panel shall be capable of operating as either two networked devices or as one.

.6 Panel shall supply current limited low voltage power to other networked devices connected via CAT-5e.





.7 Panel shall provide auxiliary low voltage device power connected wired directly to a dedicated terminal connection

.8 Networked System relay/ dimming panels and power supplies shall be as noted on the drawings or equal/alternate as approved by the Consultant.

2.12 NETWORKED AUXILIARY INPUT/OUTPUT (I/O) DEVICES

.1 Devices shall be plenum rated and be inline wired, screw mountable, or have an extended chase nipple for mounting to a ½” knockout.

.2 Devices shall have two RJ-45 ports

.3 Communication and low voltage power shall be delivered to each device via standard CAT-5e low voltage cabling with RJ-45 connectors.

.4 Specific I/O devices shall have a dimming control output that can control 0-10 VDC dimmable ballasts or LED drivers by sinking up to 20 mA of current (minimum of 20 ballasts).

.5 Specific I/O devices shall have an input that will read a 0-10 VDC signal from an external device.

.6 Specific I/O devices shall have a switch input that can interface with either a maintained or momentary switch and run a switch event, run a local/remote control profile, or raise/lower a dimming output

.7 Specific I/O devices shall sense state of low voltage outdoor photocells

.8 Specific I/O devices shall enable RS-232 communication between lighting control system and Touch Screen based A/V control systems where noted.

.9 Auxiliary Output Devices shall be provided including all wiring and programming for interface with exterior lighting contactor panels, exterior lighting control relay panels and any other items as indicated on the drawings for head-end lighting control system integration.

.10 Auxiliary Input Device shall be provided including all wiring as necessary for inputs from traffic control gate contact and programming for after hours over-ride to turn on parking lot and roadway lights for snow removal, etc. and ignore the “gate open limit” contact closure during the daytime period.

.11 Auxiliary Input Device shall be provided including all wiring as necessary for input from fire alarm system normally closed contact to indicate “Alarm” condition to lighting control system and program head-end system to automatically turn on all building emergency lighting fixtures during an “Alarm” condition as indicated on the drawings.

2.13 LIGHTING CONTROL PROFILES

.1 Changes to the operation of the system shall be capable of being made in real-time or scheduled via lighting control profiles. These profiles are outlines of settings that direct how a collection of devices function for a defined time period.





.2 Lighting control profiles shall be capable of being created and applied to a single device, zone of devices, or customized group of zones.

.3 All relays and dimming outputs shall be capable of being scheduled to track or ignore information regarding occupancy, daylight, and local user switches via lighting control profiles.

.4 Every device parameter (e.g. sensor time delay and photocell set-point) shall be configurable via a lighting control profile.

.5 All lighting control profiles shall be stored on the network control gateway device and on the software’s host server.

.6 Lighting control profiles shall be capable of being scheduled to run according to the following calendar options: start date/hour/minute, end date/hour/minute, and sunrise/sunset +/- timed offsets.

.7 Sunrise/sunset times shall be automatically derived from location information using an astronomical clock.

.8 Daylight savings time adjustments shall be capable of being performed automatically, if desired.

.9 Lighting control profile schedules shall be capable of being given the following recurrence settings: daily, weekday, weekend, weekly, monthly, and yearly.

.10 Software shall provide a graphical tool for easily viewing scheduled lighting control profiles.

2.14 MANAGEMENT SOFTWARE

.1 Every device parameter (e.g. sensor time delay and photocell set-point) shall be available and configurable remotely from the software

.2 The following status monitoring information shall be made available from the software for all devices for which it is applicable: current occupancy status (two different states if Dual Tech), , remaining occupancy time delay(s), current photocell reading, current photocell inhibiting state, photocell transitions time remaining, current dim level, device temperature, and device relay state(s).

.3 The following device identification information shall be made available from the software: model number, model description, serial number, manufacturing date code, custom label(s), and parent network device.

.4 A printable network inventory report shall be available via the software.

.5 A printable report detailing all system profiles shall be available via the software.

.6 Software shall require all users to login with a User Name and Password.

.7 Software shall provide at least three permission levels for users.





.8 All sensitive stored information and privileged communication by the software shall be encrypted.

.9 All device firmware and system software updates must be available for automatic download and installation via the internet.

.10 Software shall be capable of managing systems interconnected via a WAN (wide area network)

2.15 BAS INTEGRATION

.1 System shall provide a BACnet IP (BTL listed) wall mounted controller or similar device to act as IP interface for lighting control software.

.2 BACnet IP controller device shall consist of a server module, power supply module, lighting network interface module to provide native BACnet interface and all programming as required for interface with Section 25 vendor.

.3 All occupancy sensor devices are to be mapped as BACnet objects and labeled by this Section and supplied to Section 25 for systems integration programming. Labels are to be intuitive to the location and type of device for ease of reference by Section 25, if BACnet objects are not labeled to suit location and device type, provide a spreadsheet database of all BACnet objects with a description beside each for cross-reference indicating the location and type of device.

.4 Section 25 integrator shall provide programming as necessary to provide custom button interface on BMS terminal HMI to access lighting control system software interface from Building Operational Systems network based on IP address; system lighting control software on controller to be provided and commissioned/programmed by Section 26 with graphic screens including CAD background (supplied by Consultant) of the school utilized to generate HMI for intuitive use to enable Owner to easily modify the control/time scheduling for the operation of exterior and specialty interior lighting zone control over-rides for method of control as noted on the plans.

2.16 SYSTEM ENERGY ANALYSIS AND REPORTING SOFTWARE

.1 System shall be capable of reporting lighting system events and performance data back to the management software for display and analysis.

.2 Intuitive graphical screens shall be displayed in order to facilitate simple viewing of system energy performance.

.3 An “Energy Scorecard” shall be display that shows calculated energy savings in dollars, KWHr, or CO2.

.4 Software shall calculate the allocation of energy savings to different control measures (occupancy sensors, photocells, manual switching, etc).

.5 Energy savings data shall be calculated for the system as a whole or for individual zones.

.6 A time scaled graph showing all relay transitions shall be presented.

.7 A time scaled graph showing a zones occupancy time delay shall be





presented

.8 A time scaled graph showing the total light level shall be presented.

.9 User shall be able to customize the baseline run-time hours for a space.

.10 User shall be able to customize up to four time-of-day billing rates and schedules.

.11 Data shall be made available via a .CSV file

2.17 START-UP AND SUPPORT FEATURES

.1 To facilitate start-up, all devices daisy-chained together (using CAT-5e) shall automatically be grouped together into a functional lighting control zone.

.2 All lighting control zones shall be able to function according to default settings once adequate power is applied and before any system software is installed.

.3 All system devices shall be capable of being given user defined names.

.4 All devices within the network shall be able to have their firmware reprogrammed remotely and without being physically uninstalled for purposes of upgrading functionality at a later date.

.5 All sensor devices shall have the ability to detect improper communication wiring and blink it’s LED in a specific cadence as to alert installation/startup personnel.

PART 3 - EXECUTION

3.1 INSTALLATION

.1 Install the work of this Section in accordance with manufacturer’s printed instructions unless otherwise indicated.

.2 All network based lighting control network cabling is to be installed and routed in accordance with manufacturer’s recommendations for a clean installation, such as the below based on the base bid control system:

.1 Cabling to be pre-terminated and supplied by lighting control vendor or to be supplied/installed in accordance with Section 27 10 05 including end terminations and testing.

.2 All cabling to be routed with use of cable hangers and EMT conduits through fire rated walls, etc.

.3 All cabling passing power cables to do so at 90 degree angle and never run close to high voltage sources of power with at least 12” clearance left from sources of line voltage.

.4 All cabling to be terminated in accordance with T568B with deep, straight crimps making sure blades penetrate the conductors evenly for proper contact.

.5 Do not utilize cables with strain relief boots and protect all end connectors with a bag and tie to protect from dust while





construction is on-going, do not use tape as the residue may cause poor connections.

.6 Do not damage the jacket or overstress the conductors.

.7 Do not exceed 1500 linear feet of cabling per control zone.

.8 Route network cabling in neat runs away from power conductors and utilizing cable tray where space is available in shared section of tray where indicated on the drawings; provide support systems in accordance with Section 27 10 05 and all end terminations in accordance with BICSI requirements. All non-compliant installations identified by the Consultant or manufacturer’s representative will not be acceptable and will require re-work as necessary.

.3 Calibrate all sensor time delays and sensitivity to guarantee proper detection of occupants and energy savings.

.1 Adjust time delay so that controlled area remains lighted for 5 minutes after occupant leaves office or enclosed area.

.2 Adjust time delay’s in corridors and higher-use areas to prevent lights from cycling on and off to save lamp and ballast life.

.4 Provide written or computer-generated documentation on the commissioning of the system with a room by room description including:

.5 Sensor parameters, time delays, sensitivities, and day-lighting set points.

.1 Sequence of operation to suit method of operation supplied by the Consultant, (e.g. manual ON, Auto OFF. etc.)

.2 Load Parameters (e.g. blink warning, etc.)

.3 Re-commissioning – After 30 days from occupancy re-calibrate all sensor time delays and sensitivities to meet the Owner’s Project Requirements. Provide a detailed report to the Consultant / Owner of re-commissioning activity.

3.2 FACTORY COMMISSIONING AND FUNCTIONAL TESTING

.1 Upon completion of the installation, the system shall be commissioned by the manufacturer's factory authorized representative who will verify a complete fully functional system certifying installation meets or exceeds documented performance criteria.

.2 Third party commissioning to be paid for and coordinated by this Section in accordance with ASHRAE 90.1.

.1 Third party must not have been involved in design, installation or be the manufacturer of the system.

.2 Third party to perform functional testing and operational review and submit ASHRAE 90.1 compliance report to the Consultant prior to substantial completion. .1 Compliance report to validate the lighting control

system is operating in compliance with ASHRAE 90.1 mandatory control requirements.

.3 The electrical contractor shall provide both the manufacturer and the electrical engineer with ten working days written notice of the system startup and adjustment date.





.4 Manufacturer shall provide a factory authorized technician to confirm proper installation and operation of the lighting control panels, switches, and occupancy sensors.

.5 The technician shall provide training on the lighting control features of the system and shall verify that the devices are communicating with the head-end system.

.6 Coordinate as necessary with Section 25 for all BAS integration with lighting control system to allow for utilization of occupancy status in rooms. Section 25 is responsible for all mapping of BACnet objects into the BMS logic, schedules and graphics.

.7 Upon completion of the system commissioning the factory-authorized technician shall provide the proper training to the Owner's personnel on the adjustment and maintenance of the system to the satisfaction of the Consultant.

3.3 CLEANING

.1 Clean in accordance with Section 01 74 11 - Cleaning. .1 Remove surplus materials, excess materials, rubbish, tools

and equipment.

3.4 SPARE PARTS

.1 Provide 5% spare quantity of all power packs, control modules, etc. and minimum of 3 spare of each networked wall box mounted lighting control device component (not including touch screen interfaces, only 1 spare touchscreen interface of each type) to be turned over to the Owner for future system maintenance.

END OF SECTION


Section 26 50 00-r1 LIGHTING

Page 1

EPOH project no.1445

PART 1 GENERAL

1.1 RELATED REQUIREMENTS

.1 Section 26 05 00 – Common Work Results Electrical

.2 Section 26 05 22 – Connectors and Terminations

.3 Section 26 05 29 – Hangars and Supports

.4 Section 26 05 32 – Conduits and Fittings

.5 Section 26 09 43 – Networked Lighting Control System

.6 Section 26 09 43.1A – Networked Lighting Controls – Commissioning

.7 Section 26 09 43.1B – Networked Lighting Controls – Programming Schedules

1.2 REFERENCES

.1 American National Standards Institute (ANSI) .1 ANSI C82.1, Lamp Ballasts-Line Frequency Fluorescent

Lamp Ballast. .2 ANSI C82.4, Ballasts for High-Intensity-Discharge and

Low-Pressure Sodium Lamps Multi Supply Type.

.2 American National Standards Institute/Institute of Electrical and Electronics Engineers ( ANSI/IEEE )

.1 ANSI/IEEE C62.41, Recommended Practice for Surge Voltages in Low-Voltage AC Power Circuits.

.3 ASTM International Inc. .1 ASTM F 1137-[00(2006)], Standard Specification for

Phosphate/Oil and Phosphate/Organic Corrosion Protective Coatings for Fasteners.

.4 Canadian Standards Association (CSA International)

.5 ICES-005, Radio Frequency Lighting Devices.

.6 Underwriters' Laboratories of Canada (ULC)

1.3 ACTION AND INFORMATIONAL SUBMITTALS

.1 Provide submittals in accordance with Section 01 33 00 - Submittal Procedures.

.2 Product Data: .1 Provide manufacturer's printed product literature,

specifications and datasheet and include product characteristics, performance criteria, physical size, finish and limitations.

.2 Provide complete photometric data prepared by independent testing laboratory for luminaires where specified, for review by Consultant.

.3 Quality assurance submittals: provide following in accordance with



Page 2


Section 01 45 00 - Quality Control. .1 Manufacturer's instructions: provide manufacturer's written

installation instructions and special handling criteria, installation sequence and cleaning procedures.



.2 Deliver materials to site in original factory packaging, labeled with manufacturer's name and address.

.3 Packaging Waste Management: remove for reuse and return if applicable of pallets, crates, paddling, and packaging materials in accordance with Section 01 74 21 - Construction/Demolition Waste Management and Disposal.

.4 Divert unused metal materials from landfill to metal recycling facility.

.5 Disposal and recycling of fluorescent lamps as per local regulations.

.6 Disposal of old PCB filled ballasts.

PART 2 - PRODUCTS

2.1 LAMPS

.1 Supply luminaires complete with compatible lamps and ballasts/drivers as detailed and shown on the drawings using approved equipment as required by the lamp manufacturer.

.2 Unless otherwise indicated, all LED T8 retrofit lamps shall be manufactured by:

.1 Phillips

.3 All alternate/equal LED T8 lamp requests to be submitted in writing for approval by the design professional a minimum of 10 working days prior to the tender closing date and must be made available to all bidders.

.1 The T8 retrofit lamp supplier must be approved in writing by Consultant based on formal submission to be provided for Engineer’s review and approval indicating the following requirements have been met: .1 T8, medium bi-pin configuration. .2 CRI of 82; or greater. .3 Minimum 50,000 hour rated lamp life or greater (L70). .4 5 year warranty based on 12 hours operation per

day, 365 days per year, utilizing 0.88 bf electronic instant start ballasts.

.5 All length configurations available as utilized in fluorescent fixture selections on the drawings (eg. 2’, 3’, 4’) from the same manufacturer.

.4 Integral LED lamps and sources to be as specified or the LED drivers supplied with Consultant approved luminaires.



Page 3


2.2 BALLASTS

.1 Fluorescent ballast: CBM and CSA certified, energy efficient type, IC electronic instant start.

.1 Rating: voltage as indicated, for use with T8 LED retrofit lamps and wattage as noted on plans.

.2 Totally encased and designed for 40 degrees Celsius ambient temperature.

.3 Power factor: minimum 95% with 95% of rated lamp lumens.

.4 Harmonics: 10% maximum THD.

.5 Operating frequency of electronic ballast: 20 kHz minimum.

.6 Ballast factor: 0.88; or as noted.

.7 Sound rated: Class A.

.8 Mounting: integral with luminaire.

.2 LED driver, electronic 0-10V dimmable: .1 Rating: voltage as indicated, for use with fixtures as indicated

on plans. .2 Power factor: minimum 90% with 95% of rated lamp lumens. .3 Type: solid state. .4 Input voltage range: plus or minus 10% of nominal. .5 Temperature operation: Instant hot and cold (re)start,

for use down to -30 celsius for all exterior fixtures. .6 Sound rated: Class A. .7 Mounting: integral with luminaire or remote where noted.

2.3 FINISHES

.1 Light fixture finish and construction to meet ULC listings and CSA certifications related to intended installation.

2.4 OPTICAL CONTROL DEVICES

.1 As indicated in luminaire section of electrical equipment schedule, or provide fixture approved as an equal in writing by the consultant.

.2 All acrylic diffusers to be tested in conformance with CAN/ULC-S102-M.

2.5 LUMINAIRES

.1 As indicated on the drawings, or provide fixture approved as an equal/alternate in writing by the Consultant.

.2 All proposed product equal/alternates must meet design intent for light source, quality and visual appearance to suit aesthetic design intent.

.3 All alternate/equal requests to be submitted in writing for approval by the design professional no later than fourteen (14) calendar days prior to the tender closing date and must be made available to all bidders.

.4 The following manufacturers are approved equal and/or alternate luminaire fixture suppliers as indicated in writing by Consultant and issued direct to lighting supply vendors with comments provided for specific fixture requirements: .1 Lighting U Up Sales (Eaton/Cooper Lighting [Halo,

Portfolio, Metalux]), DALS Lighting (Type P4), Lumenpulse (Type RL).



Page 4


.2 WSB Sales (Hubbell [Columbia, Prescolite, Hubbell

Industrial, Beacon]) Tivoli (Type RL), Dainolite (Type P4), Deco Lighting (Type’s F6 & S).

PART 3 - EXECUTION

3.1 INSTALLATION

.1 Locate and install luminaires as indicated.

.2 Provide adequate support to suit ceiling system.

3.2 WIRING

.1 Connect luminaires to lighting circuits: .1 Install flexible or rigid conduit for luminaires as indicated.

3.3 LUMINAIRE SUPPORTS

.1 For suspended ceiling installations support luminaires independently of ceiling.

3.4 LUMINAIRE ALIGNMENT

.1 Align luminaires mounted in continuous rows to form straight uninterrupted line.

.2 Align luminaires mounted individually parallel or perpendicular to building grid lines.

3.5 CLEANING

.1 Clean in accordance with Section 01 74 11 - Cleaning. .1 Remove surplus materials, excess materials, rubbish, tools

and equipment.

.2 Waste Management: separate waste materials for recycling in accordance with Section 01 74 21 - Construction/Demolition Waste Management and Disposal.

END OF SECTION


Section 27 51 16-r1 PUBLIC ADDRESS AND MASS

NOTIFICATION SYSTEM Page 1


PART 1 - GENERAL

1.1 RELATED SECTIONS

.1 Section 00 41 13-A – Tender Form – Appendix A - Breakout price required for supply and delivery of all public address system equipment for install by this Section as indicated on the drawings.

.2 Section 01 33 00 - Submittal Procedures.

.3 Section 01 78 00 - Closeout Submittals.

.4 Section 01 91 31 – Commissioning Plan.

.5 Section 01 91 41 – Commissioning: Training.

.6 Section 26 05 01 - Common Work Results – Electrical

.7 Section 26 05 34 - Conduits, Conduit Fastenings and Conduit Fittings

.8 Section 27 05 36 – Communication Cable Trays

.9 Section 27 05 00 - Common Work Results - Communications

1.2 SYSTEM DESCRIPTION

.1 Public address loudspeaker system to incorporate:

.1 Voice paging from each Owner’s VOIP phone system and bi-directional communication/paging room to room using Analog telephones in separate Level 1 Daycare and shared Level 2 daycare spaces. Refer to plans for additional details.

.2 Recorded music from MP3, CD player.

.3 Broadcast programs from AM/FM tuner.

.4 Additional features as specified and indicated on the plans.

.2 Operations:

.1 Paging: .1 Voice paging from microphone or telephone set

overrides broadcast or recorded music reproductions. .2 Selective area page to areas as indicated. .3 Emergency page to all areas. .4 Automatic paging based on input from emergency

call button/ code red initiation (double press). .5 Automatic paging to office associated with the side of

the call button triggered when activated in B/F W/R when call button is pressed.

.2 Music:

.1 Music selectable source from CD player (WMA, MP3), AM/FM tuner or external source 3.5mm line input.

.2 Speaker selection made via toggle switch and relay assembly.





.3 System will include wall mounted cabinets in service space(s) as indicated on the drawings.

1.3 SHOP DRAWINGS

.1 Submit shop drawings in accordance with Section 01 33 00 - Submittal Procedures

.2 Include job specific riser diagram, block diagram of complete public address system including all speaker wiring to suit zoning and operational intent as indicated on the plans, all auxiliary components and method of control (relay, etc.) for items as code red strobes, mic/line level auxiliary inputs in Gym/Stage area, integration of partition sensors for automatic Gym zoning to suit various configurations including all additional line voltage connections to be included by Section 26 at no additional cost to the Owner from spare circuit breakers provisioned in closest line voltage panel if circuit not already indicated on the plans.

.3 Public address system design criteria, circuit loading, etc. for use in determining additional capacity and future expansion capabilities.

1.4 CLOSEOUT SUBMITTALS

.1 Provide operation and maintenance data for public address system for incorporation into manual specified in Section 01 78 00 - Closeout Submittals.

.2 Include: .1 Operation instructions. .2 Description of system operation. .3 Description of each subsystem operation. .4 List specifying each piece of equipment in system or

subsystem by its original manufacturer name and model number.

.5 Part list specifying parts used in equipment by identification numbers that are standard to electronic industry.

1.5 SYSTEM STARTUP

.1 Manufacturer's factory service engineer to instruct:

.1 Maintenance personnel in maintenance of system.

.2 Operating personnel in use of system.

1.6 EXTRA MATERIALS

.1 Provide maintenance materials in accordance with Section 01 78 00 - Closeout Submittals.

.2 Include:

.1 5 spare amplifier modules .

.2 5% spare analog speakers





.3 2 spare pendant mounted speakers

.4 1 spare of each type of expansion insert card

PART 2 - PRODUCTS

2.1 MATERIALS

.1 Conduits: to Section 26 05 34 - Conduits, Conduit Fastenings and Conduit Fittings.

.2 Communication conductors: as indicated, to Section 27 10 05 – Structured Cabling – Communications Systems.

.3 Cable tray: to Section 27 05 36 – Communication Cable Tray.

2.2 COMPONENTS

.1 Continuous duty cycle.

.2 Modular system design.

.3 Maximum operating temperature: 65 degrees C.

.4 Finish: as indicated on the drawings.

.5 Grounding conductor for system components.

2.3 BASIS OF DESIGN MANUFACTURER

.1 All supply of equipment and software shall be by Carehawk Safety Communications Ltd. or approved equal/alternate solution.

.1 Contact Information: Herman Gruetzmacher Carehawk Safety Communications Kitchener, Ontario Tel: 1 (888) 223-5816 Fax: 1 (888) 223-5816 email: [email protected]

.2 All equipment hardware and software to be in-contract as specified on DWG e0.1 – Electrical Equipment Schedule under “PUBLIC ADDRESS” heading for with devices and equipment in quantities as necessary for a complete installation to suit operational intent as indicated and noted on the drawings.

.3 All wall mounted enclosures including all expansion cards, etc. for operation including all necessary 3rd party integration components for analog telephone tie-in, interconnection between panels, pre-installed software, web programming interface and system licensing/service agreements to be supplied by vendor for installation and commissioning by this Section.

.1 All required software licenses and associated service

agreements must be paid ahead for a minimum of three (3) years from the date of “Substantial Completion”





2.4 ALTERNATE PRODUCTS/ SUBSTITUTIONS

.1 All proposed products must be submitted in writing for approval by the design professional no later than fourteen (14) calendar days prior to the tender closing date and must be made available to all bidders. .2 Any acceptance of alternate products does not exempt the supplier from meeting the complete operational intent of the design utilizing the base-bid system. All alternate equipment bids shall be supported by a letter from the manufacturer clearly stating they have read the specifications and the drawings, have noted all of the differences between their product and the specified product, and commit to meet or exceed the specified operational requirements herein or the submission will not be reviewed and will be immediately rejected. .3 Failure to comply with the operational and functional intent of the system design regardless of approval during the tender stage for the purposes of bidding may result in the total removal of the alternate system at the expense of the contractor.

PART 3 - EXECUTION

3.1 INSTALLATION

.1 Install equipment in accordance with manufacturer's instructions, and as indicated on the drawings and ensure entire physical installation is complete 2 weeks prior to substantial completion of the building to provide time for integration with CSCSNO and HSCDSB IT departments for system commissioning and programming / dB level setup.

3.2 FIELD QUALITY CONTROL

.1 Perform tests in accordance with Section 26 05 01 - Common Work Results - Electrical.

.2 Perform all commissioning in accordance with Section 01 91 31 – Commissioning Plan.

.3 Provide all training in accordance with Section 01 91 41 – Commissioning: Training.

.4 Conduct intelligibility test and make adjustments to speaker taps and zones as required to meet 55 dB in Classrooms & Hallway utilizing all 4W taps on speakers as starting point and make adjustments to suit Owner’s preferences for sound levels in each space.

END OF SECTION

STRUCTURAL ADDENDUM NO. S3 Date: 17 November 2017 Project Number: 14Y160-180A

WSP 2611 Queensview Drive, Suite 300 Ottawa, ON K2B 8K2 Phone: +1 613-829-2800 Fax: +1 613-829-8299 www.wsp.com

Page 1 of 1

NEW JOINT CATHOLIC SCHOOL PROJECT, ESPANOLA, ONTARIO

The following changes to the tender documents are effective immediately. This addendum forms part of the contract documents.

PART 1 - SPECIFICATIONS

n/a

PART 2 - DRAWINGS

2.1 Drawing s2.30 – ROOF FRAMING PLAN NOTES, Note 11, modify as follows: “WHERE NOT NOTED PLAN AND SECTIONS, PROVIDE PL1 AT TOPS OF WALLS SUPPORTING STEEL DECK. PL1 INDICATES 76 x 6 …. “.

2.2 Drawing s3.20 – Section 8 / s3.20, add note to W200x22 diagonal brace as follows: “AT EACH OUTRIGGER”.

2.3 Drawing s4.10 – Section F1 / s4.10, add note at soil below foundation insulation as follows: “APPROVED BEARING (ASSUMED 100 KPa SLS) GEOTECHNICAL TO CONFIRM (TYP.)”.

* * * END OF STRUCTURAL ADDENDUM NO. S3 Authorized by: WSP CANADA INC. Samer Jabbour, P.Eng. Project Manager