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11 PROJECT NAME: PROJECT ADDRESS: Farmers Market Structural Repairs 4-6 Gordon Street Guelph, Ontario DATE: November, 2010 I N D E X Page(s) Index... 1 to 1 Introduction... 1 to 1 DIVISION 04 - MASONRY Section Historical - Masonry Repointing and Repair... 1 to 3 DIVISION 07 - THERMAL AND MOISTURE PROTECTION DRAWINGS Section Polymer Modified Cement Waterproofing... 1 to 4 General Notes... 1 of 10 General Notes... 2 of 10 Site Plan... 3 of 10 First Floor Plan... 4 of 10 Elevations... 5 of 10 Sections... 6 of 10 Details... 7 of 10 Details... 8 of 10 Details... 9 of 10 Details of 10

12 INTRODUCTION The work at the farmer s market is intended to be broken into two separate areas of work. The first area includes the roof repairs and is titled Part A. This includes the steel reinforcement, removal of the drop ceiling and the painting of the exposed areas. The second area of work included in this contract is titled Part B and includes the foundation repairs and tuck pointing work. The schedule of pricing will allow for separate pricing.

13 DIVISION 04 MASONRY Page 1 of 3 SECTION HISTORICAL - MASONRY REPOINTING AND REPAIR PART I GENERAL 1.1 General.1 The Contractor shall provide all labour, materials, tools, equipment, services and supervision together with all necessary incidents whether referred to or not, as will be required to complete the Work to the full intent as described herein..2 The Work consists of replacement of masonry units and tuckpointing of masonry joints..3 Masons shall have a minimum of 10 years of experience in this type of Work..4 Submit samples of brick to be used for brick replacement..5 All Work to be performed in accordance with the latest edition of the Ontario Occupational Health and Safety Act and Regulations for Construction Purposes. 1.2 Reference Standards.1 S Masonry Design for Buildings (Limits States Design) A Mortar and Grout for Unit Masonry..3 A Masonry Construction for Buildings CSA Standard..4 CAN3-A370-M84 Connectors for Masonry..5 Ontario Building Code (OBC) 2006, Masonry and Insulating Concrete Form Walls not in Contact with the Ground Section Environmental Requirements.1 Deliver materials to the job site in a dry condition..2 Keep materials dry until use, except where wetting of bricks is specified..3 Store under waterproof cover on pallets or plank platforms held off the ground by means of plank or timber skids..4 When air temperature is below 5 degrees Celsius take the following precautions in preparing and using mortar:.1 Heat sand slowly and evenly. Don not use scorched sand having a reddish cast in the mortar..2 Heat water to a minimum of 20 degrees Celsius and a maximum of 79 degrees Celsius..3 After combining heated ingredients maintain temperature of mortar between 5 degrees Celsius and 50 degrees Celsius until used..4 Protect mortar from rain and snow..5 Maintain dry beds for masonry and use dry masonry units only. Do not wet masonry units in winter. November, 2010 Project No.: Specification Prepared by Kleinfeldt Consultants Limited

14 DIVISION 04 MASONRY Page 2 of 3 SECTION HISTORICAL - MASONRY REPOINTING AND REPAIR PART I GENERAL 1.3 Environmental Requirements (cont d).6 Protect freshly laid masonry from drying too rapidly, by means of waterproof, nonstaining coverings..7 Keep masonry dry using waterproof, non-staining coverings that extend over the walls and down the sides, sufficient to protect walls from wind driven rain, until masonry work is completed..8 Protect masonry and other work from marking and other damage. Protect completed work from mortar droppings. Use non-staining coverings..9 All windows, doors and wall openings are to be sealed to prevent the entry of water or dust into the building..10 Protect all adjacent areas and adjoining materials against damage, including (but not limited to) glass breakage, window frames and flashings, roof damage or damage to metal roof flashings..11 All workmen must be protected from the effects of dust and debris. The Contractor must ensure that all workmen wear adequate protective equipment at all times. PART II PRODUCTS 2.1 Brick/Masonry.1 Brick/Masonry shall be selected to match the colour, texture, and size of the existing walls. Submit samples to the Owner for approval prior to purchase. 2.2 Mortar.1 Mortar used for clay brick masonry shall be Type N, colour matched to the existing mortar..2 Mortar to be test patched for acceptance (colour, texture and joint profile) by Consultant. Location to be determined by Consultant. November, 2010 Project No.: Specification Prepared by Kleinfeldt Consultants Limited

15 DIVISION 04 MASONRY Page 3 of 3 SECTION HISTORICAL - MASONRY REPOINTING AND REPAIR PART III EXECUTION 3.1 Examination.1 Examine work on which Work of this section is supported on comes into contact and do not proceed unless surfaces and conditions are acceptable..2 Commencement of Work will denote acceptance of surfaces and conditions. 3.2 Removal and Preparation.1 Remove damaged/deteriorated clay brick masonry..2 Clean out all defective mortar joints to not less than twice the depth of the width of the joint..3 Provide temporary shoring to safely support the loads where removal of masonry affects the structural integrity of the wall..4 Establish lines and levels for brick coursing and protect from disturbances. 3.3 Reinstatement.1 Replace clay brick masonry in full beds of mortar. Surplus mortar shall be removed immediately from all brick and adjacent surfaces..2 Prehydrate pointing mortar by mixing ingredients dry, then mix again adding just enough water to produce damp workable mix that will retain its form when pressed into a ball. Allow to stand for not less than 1 hour but not more than 2 hours then remix with sufficient water to produce mortar of proper consistency for pointing. Tuckpoint with new mortar and tool joint to match existing..3 Mortar to be layered ½" maximum where deep joints occur. Allow to dry prior to installing subsequent layers. 3.4 Cleaning.1 At completion of brick/masonry replacement and tuckpointing remove all rubbish and surplus material and brush and clean all masonry with water and a stiff brush..2 Mortar staining/residue on brick surface is unacceptable. END OF SECTION HISTORICAL MASONRY REPOINTING AND REPAIR November, 2010 Project No.: Specification Prepared by Kleinfeldt Consultants Limited

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17 DIVISION 07 THERMAL AND MOISTURE PROTECTION Page 1 of 4 SECTION POLYMER MODIFIED CEMENT WATERPROOFING PART I GENERAL 1.1 General.1 The Contractor shall provide all labour, materials, tools, equipment, services and supervision together with all necessary incidents whether referred to or not, as will be required to complete the Work to the full intent as described herein..2 The Work consists of installation of Cementitious Waterproof Lining to external concrete, masonry, brick or stone substrates as shown on drawings and as specified in this section..3 Installer shall be acceptable to manufacturer with documented experience on at least 2 projects of similar nature in past 2 years and/or training provided by the product manufacturer..4 All Work to be performed in accordance with the latest edition of the Ontario Occupational Health and Safety Act and Regulations for Construction Purposes. 1.2 Reference Standards.1 ASTM C Standard Test Method for Compressive Strength of Hydraulic Cement Mortars..2 ASTM C Standard Test Method for Flexural Strength of Hydraulic Cement Mortars..3 ASTM C Standard Test Method for Bond Strength of Chemical-Resistant Mortars..4 ASTM E 96 - Standard Test Method for Water Vapor Transmission of Materials..5 COE CRD-C 48 - Method of Test for Water Permeability of Concrete; U.S. Army Corps of Engineers or similar..6 NSF ANSI/NSF 61 Drinking Water System Components Health Effects (for use of waterproofing material on structures holding potable water). 1.3 Environmental Requirements.1 Deliver, store off the ground and covered, handle and protect products from moisture in accordance with manufacturer's instructions..2 Deliver materials in manufacturer's unopened containers, fully identified with brand, type, grade, class and all other qualifying information. Provide Material Safety Data Sheets for each product..3 Take necessary precautions to keep products clean, dry and free of damage..4 Maintain surfaces to be waterproofed/lined and surrounding air temperature at not less than 5 degress Celsius for at least 48 hours before, during and after application of waterproofing..5 Do not apply materials to frozen or frost-filled surfaces. November, 2010 Project No.: Specification Prepared by Kleinfeldt Consultants Limited

18 DIVISION 07 THERMAL AND MOISTURE PROTECTION Page 2 of 4 SECTION POLYMER MODIFIED CEMENT WATERPROOFING PART I GENERAL 1.3 Environmental Requirements (cont d).6 Exercise caution when temperatures exceed 30 degrees Celcius. It may be necessary to apply waterproofing/lining during times when the sun is not at its strongest (i.e. early morning, evening or night). PART II PRODUCTS 2.1 Materials.1 Cementitious, 1-component, polymer enhanced, ready-mixed, efflorescence-free surface waterproofer/ liner with hydrophobic properties, that requires just the addition of water, resistant to water and moisture..1 Product: AQUAFIN-1K.2 Color: To Be Selected by Owner.3 Aggregate: Powder.4 Compressive Strength:(ASTM C-109) days.5 Flexural Strength: (ASTM C-348) 5 28 days.6 Bond/Adhesion: (ASTM C-321) 1.5 MPa.7 Vapor Permeability: (ASTM E-96) 17 US perms.8 Microbiological growth: Not supported.9 Potable water: (ANSI/NSF 61) Certification for potable water as per NSF Permeability (CRD C-48-73) Withstands 7 bar = 70 m hydrostatic pressure at 2.5 mm thickness.2 Water: Clean, clear, non alkaline and free of salts and other harmful elements; potable. 2.2 Accessory Materials.1 Patching Compound: Pre-blended, cementitious repair mortar recommended or approved by waterproofing manufacturer for patching, honeycombs, seal strips (coves, reglets), etc..1 Product: AQUAFIN MORTAR-LN.2 Color: Gray.3 Aggregate: Powder.4 Compressive Strength: (ASTM C-109) days.5 Flexural Strength: (ASTM C-348) days November, 2010 Project No.: Specification Prepared by Kleinfeldt Consultants Limited

19 DIVISION 07 THERMAL AND MOISTURE PROTECTION Page 3 of 4 SECTION POLYMER MODIFIED CEMENT WATERPROOFING PART III EXECUTION 3.1 Examination.1 Examine substrates and adjoining construction, and conditions under which Work is to be installed. Do not proceed with Work until unsatisfactory conditions are corrected..2 Verify the following substrate conditions before application of waterproof lining:.1 That substrate condition is satisfactory and in accordance with manufacturer's instructions..2 That surfaces are free of voids, spalled areas, loose aggregate and sharp protrusions, and with no coarse aggregate visible..3 That curing compounds or surface hardeners incompatible with waterproof lining have not been used substrate. 3.2 Preparation.1 Protect adjacent surfaces not designated to receive waterproof lining..2 Substrate preparation:.1 Remove remaining fins and projections, and general surface dirt..2 Remove grease, oil and other contaminants. Use high-pressure water blasting, wet or dry sand blasting, or other methods recommended by waterproofing manufacturer to produce surfaces suitable for application of waterproofing..3 Follow manufacturer's instructions to clean and prepare surfaces..4 Repair cracks, honeycombs, unsound concrete and weak mortar joints..3 Rinse surfaces to be lined/waterproofed several times so that the substrate is thoroughly saturated. Surfaces shall be moist but not wet when waterproofing system is applied. Remove any surface water on horizontal surfaces. 3.3 Installation.1 Mix waterproof lining material in proportions recommended by manufacturer..2 Apply waterproof lining material in quantities as per manufacturer's specifications and recommendations..3 Cavity Fill:.1 At cleaned and prepared faulty construction joints, cracks, form tie, nail and bug holes, fill voids with patching compound in mortar consistency flush to surface. Leave rough surface finish for subsequent waterproofing material to bond. November, 2010 Project No.: Specification Prepared by Kleinfeldt Consultants Limited

20 DIVISION 07 THERMAL AND MOISTURE PROTECTION Page 4 of 4 SECTION POLYMER MODIFIED CEMENT WATERPROOFING PART III EXECUTION 3.3 Installation (cont d).4 Floor/wall and corner joints:.1 Install (rounded) coves 5 cm x 5 cm with patching compound in mortar consistency. Leave rough surface finish for subsequent waterproof lining material to bond..5 Horizontal and vertical surfaces Waterproofing (subject to hydrostatic pressure):.1 Apply 1st coat of waterproof lining material at 1.25 mm) thickness (11.2 m 2 /22.7 kg bag). Apply by steel trowel or appropriate compressed-air spray equipment. Back-trowel application to uniform thickness if applied with spray equipment..2 Apply 2nd coat of waterproof lining material at 1.25 mm) thickness (11.2 m 2 /22.7 kg bag) after 1st coat has sufficiently hardened (approximately 2 to 4 hrs) to total 2.5 mm wet film thickness. Apply by steel trowel or appropriate air spray equipment. Surface finish shall be troweled smooth, or dense, glazed appearance if sprayed, showing little indentations from air pressure (orange skin). 3.4 Curing.1 Protect exposed waterproofed/lined surfaces from premature drying out with polyethylene sheeting. Do not use burlap as this may stain the white surface..2 Moisture cure exposed waterproofed/lined surfaces as per manufacturer's instructions. 3.5 Acceptance.1 Remove left over materials and any foreign material resulting from the work from the site..2 Clean adjacent surfaces and materials. END OF SECTION POLYMER MODIFIED CEMENT WATERPROOFING November, 2010 Project No.: Specification Prepared by Kleinfeldt Consultants Limited