This Addendum forms part of the Tender Documents and amends the Tender Documents as described below.

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1 BRAMALEA SECONDARY SCHOOL ARCHITECTURAL ADDENDUM NO. 1 ADULT EDUCATION - CLASSROOM & OFFICE RENOVATIONS PEEL DISTRICT SCHOOL BOARD Tender No. L February 23, 2018 This Addendum forms part of the Tender Documents and amends the Tender Documents as described below. 1. ARCHITECTURAL SPECIFICATIONS 1.1 DIVISION 01 - GENERAL REQUIREMENTS.1 Section GENERAL INSTRUCTIONS.1 Refer to Section 1.27 CASH ALLOWANCES 1.2 DIVISION 08 - OPENINGS.1 Include the following list under Section 1.27, subsection CASH ALLOWANCES.1 Section LOUVRES.1 Include in the Contract Price, a stipulated sum Cash Allowance in the amount of $100,000.00, to be expended as outlined below, which shall apply to the following aspects of the Work: Job Site Sign Permit Fees Record Drawings - Architectural Concrete Inspection Building Envelope Inspection & Scanning Mortar Testing Steel Inspection Roof Inspection Interior Signage Allowance Pylon Sign Allowance (supply and install) Soil Inspection & Testing Paving Inspection Analogue Clocks Functional Testing for Lighting Control Computer System P.A. / Telephone System Aiphone System.1 Insert Section Louvres, issued with this Addendum into Project Manual Vol. 1. Moffet & Duncan Architects Inc. Page 1 of 2

2 BRAMALEA SECONDARY SCHOOL ARCHITECTURAL ADDENDUM NO. 1 ADULT EDUCATION - CLASSROOM & OFFICE RENOVATIONS PEEL DISTRICT SCHOOL BOARD Tender No. L February 23, ARCHITECTURAL DRAWINGS 2.1 Drawing A2.0 Key Plan and Schedules.1 In Ground Floor Room Finish Schedule at entry for room 112G change the NAME CORRIDOR to read: WAITING ; change FLOORS/ FIN. TERR to read: LVT ; change FLOORS/ BASE TERR to read: RUBBER. At room 112H change the Name WAITING to read: CORRIDOR. 2.2 Drawing A2.1 Part Demolition Plan.1 At the existing room between Ex. Classroom 110 and Ex. Classroom 108 add the demolition notes 2' and 10'. Add demolition note 36' at existing control panel..2 At Ex. Classrooms 101,102, 103, 104, 105, 106, 107, 108, 109 and 111 delete the demolition note 10'..3 Add demolition note 20' at areas shown in attached sketch ADD Drawing A2.2 Part First Floor Plan and Details.1 In Waiting 112G revise the note that reads: PATCH AND PREPARE EXISTING TERRAZZO FLOOR... to read: PATCH AND PREPARE EXISTING TERRAZZO FLOOR, (IN TONED AREA AT EX. CUST. ROOM), TO RECEIVE NEW FLOOR FINISH. ALL ADJACENT CONCRETE SLAB FLOOR SURFACE IS ALSO TO BE PREPPED FOR NEW FLOOR FINISH. PROVIDE A CONTINUOUS LEVEL FLOOR SURFACE THROUGHOUT..2 At B/F WR 107B add replacement of concrete floor slab throughout entire room. 2.4 Drawing A2.3 Part First Floor Plan and Details.1 At drawing 1/A2.3 Part Reflected Ceiling Plan in rooms 101, 102, 103, 103A, 104, 105, 106, 108, 109 and 111 add removal and installation of new acoustic ceiling tile and grid along +/-600mm wide perimeter along exterior wall, as shown in attached sketch ADD- 02 allowing for installation of gypsum board bulkhead and roller blinds. Add ceiling removal and re-installation to accommodate mechanical work above as shown in attached sketch ADD At drawing 8/A2.3 Canopy Roof Plan add plan detail references as shown in attached sketch ADD-03'..3 Add canopy plan details 9/A2.3 and 10/A2.3 as shown in attached sketch ADD-03'. 2.5 Drawing A3.1 Exterior Elevations, Section and Details Attach..1 Replace details 6/A3.1, 7/A3.1, 8/A3.1 and 9/A3.1 with the details shown in attached sketches ADD-04' and ADD-05', ADD-06' and ADD-07'..2 Add details 10/A3.1, 11/A3.1 and 12/A3.1 as shown in attached sketches ADD-08', ADD-09', ADD-10' and ADD-11'. - Section Louvres - Sketches: ADD-01, ADD-02, ADD-03, ADD-04, ADD-05, ADD-06, ADD-07, ADD-08, ADD-09, ADD-10, ADD-11 END OF ARCHITECTURAL ADDENDUM NO. 1 Moffet & Duncan Architects Inc. Page 2 of 2

3 BRAMALEA SECONDARY SCHOOL ADULT EDUCATION - CLASSROOM & OFFICE RENOVATIONS Tender No. L DIVISION 08 - OPENINGS LOUVRES PART 1 - GENERAL 1.1 RELATED WORK SPECIFIED ELSEWHERE.1 Brick/Block Vents Section Joint Sealants Section REFERENCES.1 CSA Group:.1 CAN/CSA-S157/S157.1 Strength Design in Aluminum / Commentary on CSA S157, Strength Design in Aluminum.2 CAN/CSA-S136 North American specification for the design of cold-formed steel structural members.2 ASTM International:.1 ASTM B209 Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate.2 ASTM B211 Standard Specification for Aluminum and Aluminum-Alloy Rolled or Cold Finished Bar, Rod, and Wire.3 ASTM B221 Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes.3 Architectural Aluminum Manufacturers Association (AAMA):.1 AAMA Voluntary Specification for High Performance Organic Coatings on Architectural Extrusions and Panels.2 AAMA 800 Voluntary Specifications and Test Methods for Sealants.3 AAMA 2605 Voluntary Specification, Performance Requirements and Test Procedures for Superior Performing Organic Coatings on Aluminum Extrusions and Panels (with Coil Coating Appendix) 1.3 SUBMITTALS.1 Provide shop drawings.1 Shop drawings shall clearly indicate the material being supplied and show all connections, attachments, reinforcing, anchorage and location or exposed fasteners..2 Indicate free air area for each louvre, in accordance with mechanical drawings..3 Submit design calculations, and details, fabrication and erection details, bearing the seal of a Professional Engineer registered in the Province Ontario..2 Submit colour samples to the Consultant for selection. 1.4 DESIGN.1 Design all members to withstand within acceptable deflection limitations their own weight, and the minimum design loads due to the pressure and suction of wind as calculated in accordance with the Ontario Building Code, based on 30 year probability. Moffet & Duncan Architects Inc. Page 1 of 4

4 DIVISION 08 - OPENINGS BRAMALEA SECONDARY SCHOOL ADULT EDUCATION - CLASSROOM & OFFICE RENOVATIONS LOUVRES Tender No. L Shop drawings shall bear the seal of the professional engineer, registered in the Province of Ontario, responsible for the structural design..2 Deflection limits for all members - a maximum of 1/175 of the span under design loading. Submit wind load calculations to the Consultant for approval before commencing fabrication..3 Design louvres to meet requirements indicated on Mechanical Drawings for net area, and percentage of free air. 1.5 STORAGE AND HANDLING.1 Inspect all materials for damage, immediately upon receipt. Do not accept damaged materials..2 Store louvers raised off ground and covered with weather proof, flame resistant protective coverings..3 Handle louvres in accordance with manufacturer s instructions. Lift by jambs only. Heads, sills and blades are not to be used for lifting or hoisting louver sections. PART 2 - PRODUCTS 2.1 MATERIALS.1 Aluminum Extrusions: ASTM B221M, Alloy 6063-T5, 6063-T6 or 6061-T6..2 Aluminum Sheet: ASTM B209M, Alloy 1100, 3003 or 5005 with temper as required for forming..3 Hardware, Fasteners:.1 Use stainless steel screws and fasteners..2 Use types and sizes to suit unit installation conditions..3 Provide all fasteners, clips, angles, sills, sill flashings, as required for the complete installation. 2.2 FABRICATION.1 Louvres to be fixed, heavy gauge extruded aluminum louvres with 152mm deep frame, with continuous weather resistant blades, complete with all necessary accessories; model SP-645 louvre by McGill Architectural Products. Equivalent louvres by Ten Plus Architectural Products Ltd., Ruskin or Gander will also be accepted.2 Fabricate louvres with mullions or reinforcing not visible on the outside. Finished appearance shall be that of continuous blades housed in a rectangular frame. Provide weep holes at 600mm o.c. for drainage to exterior..3 Provide all extruded aluminum angles and channels required to frame the louvre elements..4 Construct blades and frames of minimum 2.0mm thick aluminum 6063-T5. Page 2 of 4 Moffet & Duncan Architects Inc.

5 BRAMALEA SECONDARY SCHOOL ADULT EDUCATION - CLASSROOM & OFFICE RENOVATIONS Tender No. L DIVISION 08 - OPENINGS LOUVRES.5 Construct frames 152mm x 38mm tubular, mitred corners, all welded construction, of minimum 2.0mm thick 6063-T5 aluminum alloy..6 Supply and install 1.6mm diameter wire aluminum bird screen 13mm square mesh. Securely fasten standard screen to louvre frame..7 Finish all aluminum exposed to view in the completed work in Series 10,000 2-coat flouropolymer paint with Kynar 500 resin, to AAMA standard..8 Louvres in precast concrete panels shall match existing colour. PART 3 - EXECUTION 3.1 FABRICATION.1 Fabricate the Work of this Section by skilled craftsmen in accordance with the best practice in the shops or companies specializing in the Work specified..2 Execute fitting and assembly of louvres in the shop with the various parts or assemblies ready for erection at the Site..3 Fabricate the Work true to dimensions, square, plumb and level. Accurately fit joints and intersection members with adequate fasteners..4 Fabricate the finished work free from distortion and defects detrimental to appearance and performance..5 Weld connections where possible; where not possible, bolt connections or secure in an approved manner. Countersink exposed fastenings and cut off bolts flush with nuts, and make as inconspicuous as possible..6 Provide fabricated metal work complete with all components required for anchoring to concrete or masonry. Perform all drilling of concrete necessary to anchor components..7 Insulate where necessary to prevent electrolysis due to metal to metal contact or contact between metal and masonry or concrete; use bituminous paint, butyl tape, or manufactured galvanic corrosion protection tapes..8 Provide all necessary templates and instructions where fastenings or anchors have to be built in by others. Verify all dimension on the Site before preparing drawings or proceeding with shop work..9 Supply and build in 1.02mm thick sheet aluminum flashing where required to prevent entry of moisture into building. 3.2 INSTALLATION.1 Install louvres in accordance with manufacturer's instructions and reviewed shop drawings..2 Fasten louvre frame to supporting structure plumb, level and true..1 Maximum variation from plane or location shown on the approved shop drawings 3mm in 3048mm. Moffet & Duncan Architects Inc. Page 3 of 4

6 DIVISION 08 - OPENINGS BRAMALEA SECONDARY SCHOOL ADULT EDUCATION - CLASSROOM & OFFICE RENOVATIONS LOUVRES Tender No. L Erection tolerances shall prevail under both load and no load conditions..3 Do not cut or trim components during installation without written approval and instruction from the manufacturer..4 Ensure blank offs are provided for unused portions of the louvre area from inside with insulated panels adequately fixed to frames and blades to prevent vibration. Blank off panels to be as specified in Division Blank off panels to be sealed in manner to ensure continuity of the thermal and vapour seal of the building skin..6 Protect galvanized and nonferrous-metal surfaces that will be in contact with concrete, masonry, or dissimilar metals from corrosion and galvanic action by applying a bituminous paint, butyl tape, or specialty galvanic corrosion protection membrane..7 Seal joints in metal sheets and between panel and frame. Seal at perimeter of louvres. Comply with Section Perform all drilling of concrete and masonry necessary to anchor components..9 After installation, touch up to make good the shop coat of finish. 3.3 CLEANING AND PROTECTION.1 Clean work area as work progresses, leaving area clean at the end of each work day. Clean all louvres at the completion of installation work..2 Protect installed materials to prevent damage during the remainder of the construction period. Remove protective coverings immediately prior to occupancy of building by Owner..3 Clean all surfaces immediately prior to occupancy of building. Inspect finish and touch up any damaged areas, including scratches and small chips. Repair or replace any damaged components. END OF SECTION Page 4 of 4 Moffet & Duncan Architects Inc.

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