lakehead university – elp prettie residence …...digicon information inc. page 3 .5 absorptive...

Lakehead University – ELP Prettie Residence Renovation PR14-034 Section 03 20 00 Thunder Bay Campus Concrete Reinforcing April 2015.

Part 1 General

1.1 SECTION INCLUDES

.1 Reinforcing steel bars, wire fabric and accessories for cast-in-place concrete.

1.2 RELATED SECTIONS

.1 Section 03 11 00 - Concrete Forming.

.2 Section 03 30 00 - Cast-in-place Concrete.

.3 Section 03 35 10 - Concrete Floor Finishing: Reinforcement for concrete floor toppings.

1.3 REFERENCES

.1 CAN/CSA-A23.3-04 (R2010) - Design of Concrete Structures.

.2 CSA-G30.18-09 - Carbon Steel Bars for Concrete Reinforcement.

.3 RSIC (Reinforcing Steel Institute of Canada) – Manual of Standard Practice (2004).

.4 Perform Work in accordance with [CSA-A23.1/A23.2]. Maintain [one (1) copy] [[____] copies] of document on site.

Part 2 Products

2.1 REINFORCEMENT

.1 Reinforcing Steel, Deformed: CSA-G30.18, billet steel, Grade 400R, regular bars, unfinished.

2.2 ACCESSORIES

.1 Tie Wire: 1.65 mm (16 gauge) annealed type

.2 Chairs, Bolsters, Bar Supports, Spacers: Sized and shaped for strength and support of reinforcement during concrete placement conditions

2.3 FABRICATION

.1 Fabricate concrete reinforcing in accordance with:

.1 RSIC.

Part 3 Execution

3.1 PLACEMENT

.1 Place, support and secure reinforcement against displacement to CSA-A23.1/A23.2

.2 Conform to applicable code for concrete cover over reinforcement.

END OF SECTION

Lakehead University – ELP Prettie Residence Renovation Section 03 30 00 Thunder Bay Campus Cast-In-Place Concrete April 2015. Page 1

Part 1 General


.1 Cast-in-place concrete: concrete assembly in-fill repairs, equipment pads

.2 Site work: curbs, retaining walls, sidewalks


.1 Section 03 20 00 - Concrete Reinforcing.

.2 Section 03 39 00 - Concrete Curing.

.3 Section 32 13 13 - Concrete Paving: Sidewalks, curbs and gutters.

1.3 REFERENCES

.1 ACI 305R-10 - Guide to Hot Weather Concreting.

.2 ASTM C260/C260M-10a - Standard Specification for Air-Entraining Admixtures for Concrete.

.3 ASTM C494/C494M-13 - Standard Specification for Chemical Admixtures for Concrete.

.4 ASTM D994/D994M-11 - Standard Specification for Preformed Expansion Joint Filler for Concrete (Bituminous Type).

.5 CSA-A23.1-09/A23.2-09 - Concrete Materials and Methods of Concrete Construction/Test Methods and Standard Practices for Concrete.

1.4 QUALITY ASSURANCE

.1 Perform Work in accordance with CSA-A23.1/A23.2.

Part 2 Products

2.1 CONCRETE MATERIALS

.1 Cement: CSA-A3001, Type GU

.2 Fine Aggregates: Normal density aggregates, graded to CSA-A23.1/A23.2; maximum aggregate size <10 mm><<3/8 inch>>.

.3 Coarse Aggregates: Normal density aggregates, graded to CSA-A23.1/A23.2 ,; maximum aggregate size < 19 mm><< 3/4 inch>>.

.4 Water: clean and not detrimental to concrete.

2.2 ADMIXTURES

.1 Chemical Admixtures: ASTM C494/C494M, Type D - Water-reducing and retarding admixture may be used

2.3 ACCESSORIES

.1 Bonding Agent: Product: Daraweld C ; manufactured by W R Grace Co.


.2 Non-Shrink Grout: Premixed compound consisting of non-metallic aggregate, cement, water reducing and plasticizing agents; capable of developing minimum compressive strength of 17 MPa (2460 psi) in 48 hours and 48 MPa (7000 psi) in 28 days.

.1 Product: M Bed Standard : manufactured by Sika Canada Ltd.

2.4 JOINT DEVICES AND FILLER MATERIALS

.1 Joint Filler: ASTM D1751 asphalt impregnated fibreboard or felt, <6 mm><<1/4 inch>> thick; tongue and groove profile.

.1 Product: Ceramar, Manufacturer: W R Meadows Ltd.

.2 Sealer/Curing Compound:

.1 Product: Aqua Cure VOX, manufacturer: Euclid Chemicals.

2.5 CONCRETE MIXES

.1 Mix and deliver normal density concrete in accordance with CSA-A23.1/A23.2, to the following criteria for interior work as-required:

.1 Cement Type: GU.

.2 Class of exposure: N (interior).

.3 Fly Ash Cement Replacement: 25 percent

.4 Compressive Strength (28 day): 25 MPa.

.5 Nominal size of coarse aggregate: 19 mm.

.6 Maximum Water/Cement Ratio: 45 percent

.7 Slump at time and point of discharge: 80 mm> plus or minus 30 mm.

.8 Air Entrainment: none.

.1 Mix and deliver normal density concrete in accordance with CSA-A23.1/A23.2, to the following criteria for exterior work as-required:

.1 Cement Type: GU.

.2 Class of exposure: C-2

.3 Fly Ash Cement Replacement: 20 percent

.4 Compressive Strength (28 day): 32 MPa.

.5 Nominal size of coarse aggregate: 19 mm.

.6 Maximum Water/Cement Ratio: 45 percent

.7 Slump at time and point of discharge: 80 mm> plus or minus 30 mm

.8 Air Entrainment: 5% to 8%

.2 Use set retarding admixtures during hot weather.

Part 3 Execution

3.1 EXAMINATION

.1 Verify existing conditions before starting work.

.2 Verify all dimensions and locations required.

.3 Verify requirements for concrete cover over reinforcement.


.4 Verify that anchors, seats, plates, reinforcement and other items to be cast into concrete are accurately placed, positioned securely, and will not impede concrete placement.

.5 Verify locations of all openings and embedments required for other work.

3.2 PREPARATION

.1 Prepare previously placed concrete by mechanical roughening and applying bonding agent to manufacturer's written instructions.

.2 In locations where new concrete is dowelled to existing work, drill holes in existing concrete 15 mm larger than dowel.

3.3 PLACING CONCRETE

.1 Place concrete in accordance with CSA-A23.1/A23.2.

.2 Ensure reinforcement, inserts are not disturbed during concrete placement.

.3 Separate slabs on grade from vertical surfaces with 12 mm thick joint filler.

.4 Apply sealants in joint devices in accordance with Section 07 92 00.

.5 Maintain records of concrete placement. Record date, location, quantity, air temperature, and test samples taken.

.6 Place concrete continuously between predetermined expansion, control, and construction joints.

.7 Do not interrupt successive placement; do not permit cold joints to occur.

.8 Place floor slabs in strips. Saw cut depth and spacing to ACI recommendations.

.9 Saw cut joints within twenty-four (24) hours after placing. Use 5 mm thick blade..

.10 Screed slabs on grade to slope 1:50 to soft landscaping at grade, curb, or gutter.

3.4 CONCRETE FINISHING

.1 Steel trowel interior surfaces which will receive resilient flooring or carpet.

.2 Coarse broom finish exterior surfaces which are scheduled to be exposed.

.3 In areas with floor drains or required to provide positive drainage, maintain floor elevation at walls; pitch surfaces uniformly to drains at 1:50 nominal.

3.5 CURING AND PROTECTION

.1 Immediately after placement, protect concrete from premature drying, excessively hot or cold temperatures, and mechanical damage.

.2 Maintain concrete with minimal moisture loss at relatively constant temperature for period necessary for hydration of cement and hardening of concrete.

.3 Cure floor surfaces in accordance with CSA-A23.1/A23.2.Only include this article if special field inspection services will be involved.

END OF SECTION

Canadian Master Specification (Cms) Section 03 39 00 July 2014 Concrete Curing Digicon Information Inc. Page 1

Part 1 General


.1 Initial and final curing of horizontal and vertical concrete surfaces.


.1 Section 03 30 00 - Cast-in-place Concrete.

.2 Section 03 35 10 - Concrete Floor Finishing.

1.3 REFERENCES

.1 AASHTO M 182-05(2012) - Standard Specification for Burlap Cloth Made from Jute or Kenaf and Cotton Mats.

.2 ASTM C171-07 - Standard Specification for Sheet Materials for Curing Concrete.

.3 ASTM C309-11 - Standard Specification for Liquid Membrane Forming Compounds for Curing Concrete.


1.4 SUBMITTALS FOR REVIEW

.1 Section 01 33 00: Submission procedures.

.2 Product Data: Provide data on [paper] [mats] [curing compounds] [film] compatibilities, and limitations.

.3 Shop Drawings:

.1 Provide Shop Drawings stamped and signed by a Professional Engineer registered or licensed in the Province of [_____], Canada.

1.5 SUBMITTALS FOR INFORMATION


.2 Sustainable Design:

.1 Section 01 35 18: LEED documentation procedures.

.2 Provide required LEED documentation for Product [low-emitting materials] [recycled content] [regional materials].

.3 Manufacturer's Certificate: Certify that Products meet or exceed [specified requirements].

1.6 CLOSEOUT SUBMITTALS


.2 Sustainable Design Closeout Documentation: [_____].

Canadian Master Specification (Cms) Section 03 39 00 July 2014 Concrete Curing Digicon Information Inc. Page 2 1.7 QUALITY ASSURANCE

.1 Perform Work to [CSA-A23.1/A23.2].

1.8 DELIVERY, STORAGE, AND PROTECTION

.1 Section 01 61 00: Transport, handle, store, and protect products.

.2 Deliver curing materials in manufacturer's packaging including application instructions.

Part 2 Products

2.1 MATERIALS

.1 Liquid Membrane Curing Compound: [ASTM C309], Type [2] [1D] [1], [translucent] [white pigmented] [clear]; Class [B] [A] solids.

.1 Product: [_____], manufactured by [_____].

.2 Sheet Materials: [ASTM C171].

.1 Curing Paper: Two (2) sheets of kraft paper cemented together with reinforced bituminous material, [white] [regular] colour. .1 Product: [_____], manufactured by [_____].

.2 Polyethylene Film: Minimum [<0.1 mm><<4 mil>>] [<0.15 mm><<6 mil>>] thick, [White opaque colour] [clear].

.3 Burlap-Polyethylene Sheeting: Minimum [<305 g/sq m><<9 oz/sq yd>>] extrusion coated, securely bonded to polyethylene to prevent separation during handling and placing. .1 Product: [_____], manufactured by [_____].

.3 Burlap: [AASHTO M 182], [class or weight suitable for use and location] [Class [____]].

.4 Water: Potable, not detrimental to concrete.

Part 3 Execution

3.1 EXAMINATION

.1 Section 01 70 00: Verify existing conditions before starting work.

.2 Verify that substrate surfaces are ready to be cured.

3.2 EXECUTION - HORIZONTAL SURFACES

.1 Cure floor surfaces in accordance with [CSA-A23.1/A23.2].

.2 Ponding: Maintain 100% coverage of water over floor slab areas, continuously for [four (4)] days.

.3 Spraying: Spray water over floor slab areas and maintain wet for [seven (7)] days.

.4 Absorptive Mat: Spread [cotton fabric] over floor slab areas. Spray with water until mats are saturated, and maintain in saturated condition for [seven (7)] days.

Canadian Master Specification (Cms) Section 03 39 00 July 2014 Concrete Curing Digicon Information Inc. Page 3

.5 Absorptive Mat: Saturate burlap-polyethylene and place burlap-side down over floor slab areas, lapping ends and sides; maintain in place for [seven (7)] days.

.6 Membrane Curing Compound: Apply curing compound in accordance with manufacturer's written instructions in [one (1) coat] [two (2) coats, with second coat applied at right angles to first].

.7 Polyethylene Film: Spread over floor slab areas, lap edges and sides, seal with pressure sensitive tape [and cover with plywood]; maintain in place for [seven (7)] days.

3.3 EXECUTION - VERTICAL SURFACES

.1 Cure surfaces in accordance with [CSA-A23.1/A23.2].

.2 Spraying: Spray water over surfaces and maintain wet for [seven (7)] days.

.3 Membrane Curing Compound: Apply compound in accordance with manufacturer's written instructions in [two (2) coats, with second coat applied at right angles to first] [one (1) coat].

3.4 PROTECTION OF FINISHED WORK

.1 Section 01 78 40: Protecting installed work.

.2 Do not permit traffic over unprotected floor surface.

3.5 SCHEDULES

.1 Concrete Pavement: Membrane curing compound, opaque colour.

.2 All Other Floor Areas: Membrane curing compound, acrylic type, translucent colour.

END OF SECTION

Lakehead University – ELP Prettie Residence Renovation PR14-034 Section 03 54 00 Thunder Bay Campus Self-Leveling Underlayment April 2105 Page 1

Part 1 General


.1 Liquid applied [gypsum based] [cementitious] self-leveling floor underlayment.


.1 Section [03 30 00 – Cast-In-Place Concrete]: Concrete floor substrate.

1.3 REFERENCES




ENVIRONMENTAL REQUIREMENTS

.2 Section 01 35 26: Environmental conditions affecting products on site.

.3 Do not install underlayment until floor penetrations and peripheral work are complete.

.4 Maintain minimum ambient temperatures of 10 degrees C, 24 hours before, during and 72 hours after installation of underlayment.

.5 During the curing process, ventilate spaces to remove excess moisture.

Part 2 Products

2.1 MANUFACTURERS & PRODUCTS

.1 Mfr: USG ; Product: Durock Eco-cap

.2 Other acceptable manufacturers offering functionally [and aesthetically] equivalent products.

.1 Mfr: Mapei ; Product: Novoplan

.2 Mfr: Laticrete Intl Product: 86 Latilevel

2.2 MATERIALS

.1 Underlayment: Cementitious based mix.

.2 Water: Potable and not detrimental to underlayment mix materials.

.3 Primer: Manufacturer's recommended type.

.4 Joint and Crack Filler: Latex based.

2.3 MIXING

.1 Site mix materials in accordance with manufacturer's written instructions.

.2 Mix to self-leveling consistency.

Lakehead University – ELP Prettie Residence Renovation PR14-034 Section 03 54 00 Thunder Bay Campus Self-Leveling Underlayment April 2105 Page 2

Part 3 Execution

3.1 EXAMINATION


.2 Verify that substrate surfaces are clean, dry, , do not contain petroleum bi-products, or other compounds detrimental to underlayment material bond to substrate.

3.2 PREPARATION

.1 Remove substrate surface irregularities. Fill voids and joints with filler. Finish smooth.

.2 Vacuum clean surfaces.

.3 Prime substrate to manufacturer's written instructions. Allow to dry.

.4 Close floor openings.

3.3 APPLICATION

.1 Install underlayment to manufacturer's instructions.

.2 Place to minimum 3 mm thickness and maximum 13 mm thickness.

3.4 CURING

.1 Air cure to manufacturer's written instructions.

3.5 APPLICATION TOLERANCE

.1 Top Surface: Level to 3 mm in 3 m.


.1 Do not permit traffic over unprotected floor underlayment surfaces.

3.7 SCHEDULES

.1 Transition to existing floor surface; use stiff mix to slope to align with existing floor.

END OF SECTION

Lakehead University – ELP Prettie Residence Renovation PR14-034 Section 04 04 05 Thunder Bay Campus MORTAR AND MASONRY GROUT April 2015 Page 1

Part 1 General


.1 Mortar and grout for masonry.

.2 Parging mortar.


.1 Section 04 26 13 - Single Wythe Masonry: Installation of mortar & grout.

1.3 REFERENCES

.1 ASTM C207-06(2011) - Standard Specification for Hydrated Lime for Masonry Purposes.

.2 ASTM C1329/C1329M-12 - Standard Specification for Mortar Cement.

.3 CAN/CSA-A179-04 (R2014) - Mortar and Grout for Unit Masonry.

.4 CAN/CSA-A371-04 (R2014) - Masonry Construction for Buildings.

.5 CSA-S304.1-04 (R2010) - Design of Masonry Structures.


.1 Section 01 61 00: Product Requirements: Transport, handle, store, and protect products.

.2 Maintain packaged materials clean, dry, and protected against dampness, and foreign matter.

Part 2 Products

2.1 MANUFACTURERS

.1 Pourable Grout: Mfr: Sika Canada Ltd; Product: M-Bed Standard.

.2 Other acceptable manufacturers offering functionally equivalent products.

.1 Mfr: Construction Products; Product: CPD Non-Shrink Grout Premix Mfr: Quickcrete ; Product: Non Shrink Precision Grout 1585-00

2.2 MATERIALS

.1 Cementitious Material:

.1 Masonry Cement: Type N, colour; grey.

.2 Hydrated Lime: ASTM C207, Type N.

.3 Lime Putty: ASTM C1489].

.2 Grout Fine Aggregate: Masonry Sand

.3 Water: Clean and potable.

2.3 MORTAR MIXES

.1 Mortar for Exterior Above Grade:

.1 Load-bearing Walls: CAN/CSA-A179, Type N using the Proportion specification.

.2 Non-Load-bearing Walls: CAN/CSA-A179, Type N using Proportion specification.


2.4 MORTAR MIXING

.1 Mix mortar ingredients to CAN/CSA-A179 in quantities needed for immediate use.

.2 Provide uniformity of mix.

.3 Do not use substances used for accelerating setting time.

.4 If moisture is lost by evaporation, re-temper with water in quantities and at intervals sufficient to restore workability.

.5 Use mortar [within period and temperatures as specified in CAN/CSA-A179.

2.5 GROUT MIXES

Engineered Masonry Column Fill: Manufactured, non-metallic, non-shrink grout. Mix to manufacturer’s written instructions.

2.6 GROUT MIXING

.1 Mix non-shrink grout to manufacturer’s printed instructions.

.2 Thoroughly mix grout in quantities needed for immediate use to produce fine grout with consistency required for pumping and fully-filling voids.

.3 Do not use substances to accelerate setting time.

Part 3 Execution

3.1 EXAMINATION


.2 Request inspection of spaces to be grouted.

3.2 PREPARATION

.1 Make opening(s) in masonry columns as-required to provide access to grout lines and completely fill all voids.

.2 Make cleanout openings and clear bottom of cores and spaces to be filled in accordance with standard high-lift grouting procedures

.3 Where existing new column masonry is discovered to be not integrated into corridor or exterior masonry wall and units are not tight to corridor or exterior walls, form space between column and wall masonry bottom of space to underside of partition lintel or underside of concrete roof slab as applicable.

.4 Plug clean-out holes with block masonry units. Brace masonry for wet grout pressure.

.5 Prepare and install form to cap cut face of remaining masonry to permit reinforced CMU column depth to be increased 20mm minimum. Fabricate in two vertical sections if necessary to permit grout to be placed in two lifts to ensure voids are completely filled.

.6 Thoroughly mix non-shrink grout to flowable or liquid consistency as required for pumping and to ensure cores are completely filled at all masonry courses.

3.3 INSTALLATION

.1 Place non-shrink grout by pumping

.2 Do installation in stages to ensure all voids are completely filled.


.3 Install formwork over face of CMU projection. Leave 20mm deep space between face of form and CMU cut face

.4 Fill void at intersections with Corridor and Exterior walls if partition coursing is not integrated with intersecting walls. Make intermediate openings in CMU’s as required to ensure opening is completely filled for full height of wall.

.5 Once pumped grout has set, fill void between top of grout and underside of top course bond beam with grout mixed to a consistency that allows it to be injected into the void using a grout bag to completely fill the void.

.6 Externally vibrate CMU and formwork manually or mechanically as grout is placed to promote movement of grout fill to all voids.

3.4 FIELD QUALITY CONTROL

.1 Test grout mix to CAN/CSA-A179 for compressive strength.

.2 Forward test results to Consultant

3.5 SCHEDULES

.1 Masonry Walls; infill existing construction: CMU Partitions with Type N mortar.

.2 Second Floor CMU Partitions at Rooms 227/229, 228/230, 242/244, 245/247, 248/250, 251/253, 257/259: CMU Columns – Non Shrink Grout fill.

END OF SECTION

Lakehead University – ELP Prettie Residence Renovation PR14-034 Section 04 04 25 Thunder Bay Campus MASONRY UNITS April 2015 Page 1

Part 1 General


.1 Concrete Masonry Units:

.1 Concrete block units.


.1 Section 04 05 13 - Mortar And Masonry Grout.

.2 Section 04 26 13 - Single Wythe Masonry.

1.3 REFERENCES

.1 CAN/CSA-A165 Series-04 (R2014) - Standards on Concrete Masonry Units.

Part 2 Products

2.1 CONCRETE BLOCK MASONRY UNITS

.1 Concrete Block Masonry Units (CMU): CAN/CSA-A165.1, Type H/7.5/A/M

2.2 FABRICATION

.1 Manufacture masonry units to CAN/CSA-A371.

Part 3 Execution

3.1 INSTALLATION

.1 Install masonry units as specified in masonry Section 04 26 13 Masonry.

3.2 SCHEDULES

.1 Concrete Block Masonry Units: Location- Existing masonry partition infill and restoration

END OF SECTION

Lakehead University – ELP Prettie Residence Renovation PR14-034 Section 04 26 13 Thunder Bay Campus CONCRETE UNIT MASONRY April 2015 Page 1

Part 1 General


.1 Common work results for unit masonry construction.

.2 Miscellaneous masonry flashing and accessories.


.1 Section 04 04 05 - Mortar and Masonry Grout – Grouting Masonry Columns

.2 Section 04 04 25 - Masonry Units: Unit masonry materials.

.3 Section 05 50 00 - Metal Fabrications: Loose steel lintels

1.3 REFERENCES

.1 CAN/CSA-A371-04 (R2014) - Masonry Construction for Buildings.

.2 CSA-S304.1-04 (R2010) - Design of Masonry Structures.

1.4 ADMINISTRATIVE REQUIREMENTS

.1 Section 01 31 00: Project management and coordination procedures.

.2 Coordination:

.1 Coordinate with other work having a direct bearing on work of this section.


.1 Products of This Section: Manufactured to [ISO 9000] [ISO 14000] certification requirements.

.2 Perform Work to CAN/CSA-A371.

.3 Installer Qualifications: Company specialising in performing the work of this section with minimum three (3) years documented experience


.1 Deliver masonry undamaged to the job site.

.2 Store masonry under waterproof cover on pallets or plank platforms held off ground.

Part 2 Products

2.1 CONCRETE BLOCK MASONRY UNITS

.1 Concrete Block Units (CMU): Specified in Section 04 04 25.

2.2 ANCHORAGE AND REINFORCEMENT

.1 Steel Angles: Specified in Section 05 50 00.

2.3 MORTAR AND GROUT

.1 Mortar and Grout: Type as specified in Section 04 04 05.

Lakehead University – ELP Prettie Residence Renovation PR14-034 Section 04 26 13 Thunder Bay Campus CONCRETE UNIT MASONRY April 2015 Page 2 2.4 FLASHINGS

.1 Pre-coated Galvanised Steel: ASTM A653/A653M, Z275 zinc coating designation; 0.60 mm (24 gauge); core steel thickness, shop pre-coated with factory silicon polyester (SMP) coating; Representative Coating Product: “Weather X”, Mfr: Valspar

Part 3 Execution

3.1 EXAMINATION

.1 Verify that field conditions are acceptable and are ready to receive work.

.2 Verify items provided by other sections of work are properly sized and located.

.3 Verify that built-in items are in proper location, and ready for roughing into masonry work.

3.2 PREPARATION

.1 Provide temporary bracing during installation of masonry work. Maintain in place until building structure provides permanent bracing.

.2 Verify that items built-in under other sections are properly located and sized.

.3 Do not use wire brushes or implements which will mark or damage exposed surfaces.

3.3 COURSING

.1 Build masonry plumb, level, and true to line, with vertical joints in alignment.

.2 Lay out coursing and bond to achieve correct coursing heights, and continuity of bond above and below openings, with minimum cutting.

.3 Match existing masonry courses to uniform dimension. Form vertical and horizontal joints of uniform thickness.

.4 Concrete Masonry Units:

.1 Bond: Running.

.2 Coursing: One (1) unit and one (1) mortar joint to equal 200 mm

.3 Mortar Joints: Concave

3.4 PLACING AND BONDING

.1 Lay hollow masonry units with face shell bedding on head and bed joints.

.2 Buttering corners of joints or excessive furrowing of mortar joints are not permitted.

.3 Remove excess mortar as work progresses.

.4 Do not shift or tap masonry units after mortar has achieved initial set. Where adjustment must be made, remove mortar and replace.

.5 Perform job site cutting of masonry units with proper tools to provide straight, clean, undamaged edges. Prevent broken masonry unit corners or edges.

.6 Cut mortar joints flush where resilient base is scheduled.

3.5 MASONRY FLASHINGS

.1 Extend flashings horizontally above ledge or shelf angles and lintels.

.2 Turn flashing up minimum 200 mm and seal to concrete block back-up.

.3 Lap end joints minimum 150 mm and seal watertight.

Lakehead University – ELP Prettie Residence Renovation PR14-034 Section 04 26 13 Thunder Bay Campus CONCRETE UNIT MASONRY April 2015 Page 3

.4 Turn flashing, fold, and seal at corners, bends, and interruptions.

3.6 LINTELS

.1 Install loose steel lintels, centred over openings.

.2 Maintain minimum 200 mm bearing on each side of opening.

3.7 BUILT-IN WORK

.1 As work progresses, install built-in metal door frames, wood nailing strips and other items to be built-in the work and furnished by other sections.

.2 Install built-in items plumb and level.

3.8 CUTTING AND FITTING

.1 Cut neatly for electrical switches, outlet boxes and other recessed or built-in objects. Coordinate with other sections of work to provide correct size, shape, and location.

.2 Make cuts straight, clean and free of uneven edges.

.3 Obtain approval prior to cutting or fitting masonry work not indicated or where appearance or strength of masonry work may be impaired.


.1 Section 01 41 00: Quality Control

3.10 CLEANING

.1 Remove excess mortar and mortar smears as work progresses.

.2 Replace defective mortar. Match adjacent work.

.3 Clean soiled surfaces with cleaning solution.

.4 Use non-metallic tools in cleaning operations.

3.11 SCHEDULES

.1 Interior Block Partitions: Infill to match adjacent assemblies as and where noted

.2 Exterior Walls: New openings for Supply and Exhaust Air Louvres

END OF SECTION

Lakehead University – ELP Prettie Residence Renovation Section 05 12 00 Thunder Bay Campus STRUCTURAL STEEL April 2015 Page 1

Part 1 General


.1 Structural Steel framing members.


.1 Section 04 04 05 – Mortar and Masonry Grout: Reinforced Masonry Columns.

1.3 REFERENCES

.1 ASTM A325-10e1 - Standard Specification for Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength.

.2 CSA-G40.20-13/G40.21-13 - General Requirements for Rolled or Welded Structural Quality Steel/ Structural Quality Steel.

.3 CSA-S16-09 - Design of Steel Structures.

.4 CISC - Handbook of Steel Construction, Tenth Edition.

.5 CSA-W47.1-09 - Certification of Companies for Fusion Welding of Steel.

.6 CSA-W48-14 - Filler Metals and Allied Materials for Metal Arc Welding.

.7 CSA-W59-13 - Welded Steel Construction (Metal Arc Welding).


.1 Section 01 33 00: Submittal Procedures.

.2 Shop Drawings:

.1 Indicate fasteners, spacing, locations of structural members, section profiles, attachments, sizes.

.2 Connections.

.3 Indicate welded connections with AWS A2.1-DC welding symbols. Indicate net weld lengths.



.2 Manufacturer's Mill Certificate: Certify that Products meet or exceed specified requirements.

.3 Mill Test Reports: Submit indicating structural strength, destructive and non-destructive test analysis.


.1 Fabricate structural steel members to CISC Code of Standard Practice, CSA-W47.1 and CSA-W59.

.2 Manufacturer Qualifications: Company specialising in manufacturing the Products specified in this section with minimum three (3) years experience.

.3 Installer Qualifications: Company specializing in performing the work of this section with minimum [three (3)] years documented experience [and approved by the manufacturer.


.4 Welders' Certificates: Submit to Section 01 33 00, certifying welders employed on the

Work, verifying qualification within the previous twelve (12 months) to CSA-W59 and CSA-W47.1.

.5 Design connections not detailed on the Drawings under direct supervision of a Professional Structural Engineer experienced in design of this work and licensed at the place where the Project is located.

Part 2 Products

2.1 MATERIALS

.1 Structural Steel Members: CSA-G40.20/G40.21, Grade 300W unless otherwise noted.

.2 Bolts, Nuts, and Washers: ASTM A325M or ASTM A325

.3 Welding Materials: Type required for materials being welded.

.4 Grout: Non-shrink type, pre-mixed compound consisting of non-metallic aggregate, cement, water reducing and plasticising additives, capable of developing a minimum compressive strength of 48 MPa (7000 psi) at 28 days.

.1 Product: M Bed Standard, manufactured by Sika Canada Ltd.

.5 Shop and Touch-Up Primer: SSPC-Paint 15 shop primer.

.6 Primer: As specified in Section [09 91 10].

2.2 FABRICATION

.1 Fabricate structural steel to CSA-S16 and in accordance with reviewed Shop Drawings.

.2 Continuously seal joined members by welding as shown on Contract Documents. Grind exposed welds smooth.

.3 Fabricate connections for bolt, nut, and washer connectors.

2.3 FINISH

.1 Clean, prepare surfaces, and shop prime structural members to CSA-S16, except as noted below.

.2 Shop-prime structural steel members. Do not prime surfaces that will be in contact with concrete, or field-welded.

.3 Leave structural steel members un-primed.

Part 3 Execution

3.1 EXAMINATION


3.2 ERECTION

.1 Erect structural members to CSA-S16.

.2 Perform welding: CSA-W59.


.3 Allow for erection loads, and for sufficient temporary bracing to maintain structure safe,

plumb, and in true alignment until completion of erection and installation of permanent bracing.

.4 Install channel top flange tight to underside of reinforced concrete roof assembly.

.5 Field weld components indicated on Drawings.

.6 Field connect members with threaded fasteners; torque to required resistance.

.7 Do not field cut or alter structural members without approval of Consultant.

.8 After erection, prime welds, abrasions, and surfaces not shop primed, except surfaces to be in contact with concrete.

.9 Grout between top flange and underside of concrete slab. Trowel grouted surface smooth, vertical, and flush with edge of channel section flange..

.10 Field Painting - Touch-Up:

.1 Paint to requirements of Section 09 91 10.

.2 Touch up all damaged surfaces and exposed surfaces without shop coat, with primer.


.1 Field test bolt torquing. Provide Consultant with test results.

END OF SECTION

Lakehead University – ELP Prettie Residence Renovation PR14-034 Section 05 50 00 Thunder Bay Campus METAL FABRICATIONS April 2015 Page 1

Part 1 General


.1 Shop fabricated miscellaneous metal items.


.1 Section 03 30 00 - Cast-in-place Concrete: Placement of metal fabrications in concrete.

.2

.3 Section 05 52 00 - Metal Railings.

.4 Section 09 91 10 - Painting: Paint finish.

1.3 REFERENCES




.2 Shop Drawings:

.1 Indicate profiles, sizes and accessories. Products

1.5 MATERIALS - STEEL

.1 Steel Sections and Plates: CSA-G40.20/G40.21, Grade 300W.

.2 Shop and Touch-Up Primer: SPCC-Paint 15

1.6 FABRICATION

.1 Fabricate items to required lengths to provide minimum 200 mm bearing at each end.

1.7 FINISHES - STEEL

.1 Prepare surfaces to be primed in accordance with SPCC SP2.

.2 Clean surfaces of rust, scale, grease, and foreign matter prior to finishing.

.3 Do not prime surfaces in direct contact with concrete or where field welding is required.

.4 Prime paint items with one (1) coat.

Part 2 Execution

2.1 EXAMINATION


.2 Verify dimensions, tolerances, and method of attachment with other work.

Lakehead University – ELP Prettie Residence Renovation PR14-034 Section 05 50 00 Thunder Bay Campus METAL FABRICATIONS April 2015 Page 2

2.2 INSTALLATION

.1 Install ledge angles plumb and level, accurately fitted, free from distortion or defects with minimum of 200 mm bearing at each end.

2.3 ERECTION TOLERANCES

.1 Section 01 73 00: Tolerances.

.2 Maximum Variation From Plumb: 6 mm.

.3 Maximum Offset From True Alignment: 6 mm.

.4 Maximum Out-of-Position: 3 mm.

2.4 SCHEDULES

.1 The following Schedule is a list of principal items only. Refer to Drawing details for items not specifically scheduled.

.2 Ledge and Shelf Angles, Not Attached to Structural Framing: For support of masonry; prime paint finish.

.1 Loose lintel angles above supply and exhaust louvres in exterior wall.

END OF SECTION

Lakehead University – ELP Prettie Residence Renovation Section 05 52 00 Thunder Bay Campus METAL RAILINGS April 2015 Page 1

Part 1 General


.1 Exterior Entrance Ramp Steel Handrails, and fittings.


.1 Section 03 30 00 - Cast-in-place Concrete: Placement of anchors in concrete.

.2 Section 09 91 10 - Painting: Paint finish.

1.3 REFERENCES

.1 ASTM A53/A53M-12 - Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless.


1.4 PERFORMANCE REQUIREMENTS

.1 Railing assembly, and attachments to resist concentrated lateral force of 0.9 kN at any point, and uniformly distributed force of 0.7kN/m without damage or permanent set.

.2 Fabricate railing assembly, and attachments to applicable Ontario Building Code requirements for rail height and barrier-free ramp..


.1 Shop Drawings: Indicate dimensions, rail height, pipe diameter, connection attachments, anchorage, size and type of fasteners if any, and accessories.


.1 Perform welding to CSA-W59.

Part 2 Products

2.1 MANUFACTURERS

2.2 STEEL RAILING SYSTEM

.1 Steel Pipe: ASTM A53/A53M, Grade B, Schedule 40.

.2 Rails: 50 mm diameter steel pipe; welded joints.

.3 Posts: 50 mm diameter steel pipe; welded joints.

.4 Mounting: Prepare posts for setting into below-grade concrete fill.

.5 Splice Connectors: Steel concealed spigots.

.6 Shop and Touch-Up Primer for Steel Components: MPI #79, anti-corrosive alkyd primer.

.7 Shop Prefinishing: Enameled; colour as selected by Owner.

2.3 FABRICATION

.1 Fit and shop assemble components in largest practical sizes for delivery to site.


.2 Fabricate components with joints tightly fitted and secured. Provide spigots and sleeves

to accommodate site assembly and installation.

.3 Provide anchors required for connecting railings to concrete retaining wall structure.

.4 Supply components required for anchorage of fabrications. Fabricate anchors and related components of same material and finish as fabrication, except where specifically noted otherwise.

.5 Exterior Components: Continuously seal joined pieces by continuous welds. Drill condensate drainage holes at bottom of members at locations that will not encourage water intrusion.

.6 Grind exposed joints flush and smooth with adjacent finish surface. Make exposed joints butt tight, flush, and hairline. Ease exposed edges to small uniform radius.

.7 Accurately form components to suit ramps and landings, and to each other.

.8 Accommodate for expansion and contraction of members and building movement without damage to connections or members.

2.4 FINISHES

.1 Primer : Touch up shop-primed steel: Two (2) coats zinc-rich primer

.2 Finish coats: Two (2) coats alkyd enamel, Gloss Finish; Colour as-selected by Owner

.3 Apply two (2) coats of bituminous paint to concealed metal surfaces in contact with cementitious or dissimilar materials.

Part 3 Execution

3.1 EXAMINATION



3.2 PREPARATION

.1 Clean and strip primed steel items to bare metalc where site welding is required.

.2 Supply items required to be cast into concrete with setting templates, to appropriate sections.

3.3 INSTALLATION

.1 Install railings to reviewed Shop Drawings to heights and clearances required by Ontario Building Code and shown on Drawings.

.2 Install components plumb and level, accurately fitted, free from distortion or defects.

.3 Anchor railings to existing exterior concrete with anchors, and mounting plates.

.4 Field weld anchors as indicated on Shop Drawings. Touch-up welds with primer. Grind welds smooth.

.5 Where spigots and sleeves are used, assemble to accommodate tight joints and secure installation.




.2 Maximum Variation From Plumb: 3 mm.

.3 Maximum Offset From True Alignment: 3 mm.

.4 Maximum Out-of-Position: 6 mm.

3.5 SCHEDULES

.1 Exterior Concrete Landing and Ramp: Steel pipe railings, enamelled finish.

END OF SECTION

Lakehead University – ELP Prettie Residence Renovation Section 06 10 13 Thunder Bay Campus WOOD BLOCKING AND CURBING April 2015 Page 1

Part 1 General


.1 Blocking in wall openings.

.2 Wood furring and grounds.

.3 Concealed wood blocking for support of toilet and bath accessories, wall cabinets


.1 Section [04 26 13 – Concrete Unit Masonry: Masonry openings to receive wood blocking.

.2 Section [08 11 13 - Metal Doors and Frames: Door openings to receive wood blocking.

1.3 REFERENCES

.1 CSA-O141-05 (R2009) - Softwood Lumber.

.2 CSA-O151-09 - Canadian Softwood Plywood.

.3 CANPLY (Canadian Plywood Association) - Canadian Plywood Handbook.

.4 NLGA (National Lumber Grades Authority) - Standard Grading Rules for Canadian Lumber, 2010 edition.


.1 Lumber Products: Graded and stamped to NLGA requirements.

.2 Plywood Products: Certified and graded to CANPLY requirements.

.3 Pressure Preservative Treated Wood: Marked with certification mark authorised by the Canadian Wood Preservers Bureau (CWPB) indicating producer, preservative type, retention and Use Category (UC).

Part 2 Products

2.1 MATERIALS

.1 Lumber: NLGA (Standard Grading Rules for Canadian Lumber).

.1 CSA-O141, softwood SPF species, grade No 2 and better.

.2 19% maximum moisture content, pressure preservative treat].

.2 Plywood: CSA-O151, Grade B; unsanded.

2.2 FASTENERS

.1 Fasteners and Anchors:

.1 Screws and Nails: Galvanized steel, Stainless steel, type 304, Electroplated steel, Unfinished steel; type suitable for application.

.2 Anchors: Galvanised steel, Stainless steel, type 304, Electroplated steel, toggle bolt type for anchorage to hollow masonry; expansion shield and lag bolt type for anchorage to solid masonry or concrete, bolt or ballistic fastener for anchorages to steel.

.3 Galvanized Coating for Treated Wood: Hot dip galvanized to ASTM A153/A153M, Class A or B1 (G185) zinc coating.

Lakehead University – ELP Prettie Residence Renovation Section 06 10 13 Thunder Bay Campus WOOD BLOCKING AND CURBING April 2015 Page 2

Part 3 Execution

3.1 FRAMING

.1 Set members level and plumb, in correct position.

.2 Place horizontal members, crown side up.

.3 Space furring and/or framing at 400 mm centres maximum.

3.2 SHEATHING

.1 Secure sheathing to framing members with ends over firm bearing and staggered.

END OF SECTION

Lakehead University – ELP Prettie Residence Renovation PR14-034 Section 06 11 00 Thunder Bay Campus WOOD FRAMING April 2015 Page 1

Part 1 General


.1 Wall framing.

.2 Miscellaneous framing and sheathing.

.3 Concealed wood blocking for support of toilet and bath accessories and wall cabinets.


.1 Section 08 11 13 - Metal Doors and Frames: Door openings to receive wood blocking.

.2 Section 09 22 16: Non-Structural Metal Stud Framing : Concealed In-Wall Reinforcing

1.3 REFERENCES

.1 CANPLY (Canadian Plywood Association) - Canadian Plywood Handbook.

.2 CSA-O151-09 - Canadian Softwood Plywood.

.3 NLGA (National Lumber Grades Authority) - Standard Grading Rules for Canadian Lumber, 2010 edition.


.1 Perform Work in accordance with the following agencies:

.1 Lumber Grading Agency: Certified by NLGA.

.2 Plywood Grading Agency: Certified by CANPLY.


.1 Protect materials from warping or other distortion by stacking in vertical position.

Part 2 Products

2.1 LUMBER MATERIALS

.1 Lumber Grading Rules: NLGA.

.2 Non-structural Light Framing: Grade No. 1 and No. 2, SPF species; 19% maximum moisture content.

2.2 SHEATHING MATERIALS

.1 Plywood Wall Sheathing: CSA-O151; un-sanded.

2.3 SHEATHING AND UNDERLAYMENT LOCATIONS

.1 In-Wall Backing Sheathing: 13 mm (1/2 inch) thick, 1200 x 2400 mm (48 x 96 inch) sized sheets, square edges,.

2.4 ACCESSORIES

.1 Fasteners and Anchors:

.1 Screws and Nails: Unfinished steel; type and size suitable for application.

Lakehead University – ELP Prettie Residence Renovation PR14-034 Section 06 11 00 Thunder Bay Campus WOOD FRAMING April 2015 Page 2

Part 3 Execution

3.1 FRAMING

.1 Set structural members level and plumb, in correct position.

.2 Construct framing members full length without splices.

.3 Install wood framing into metal stud walls or replace metal studs where required to support loads from plumbing fixtures, metal toilet partitions, shelving, vanities, at door openings.

3.2 SHEATHING

.1 Install plywood backing sheathing into walls between studs where required to support imposed loads from other installations.

.2 Locate plywood backing to fit tightly to back side of gypsum wallboard sheathing.



.2 Framing Members: 3 mm.

3.4 SCHEDULES

.1 Supplementary Reinforcing Studs: as-required in walls at plumbing fixtures, shelves, door frames, metal toilet partitions, and other load-generating installations.

.2 Supplementary Concealed Plywood Backing: where necessary as supplementary load-carrying element at locations where wood stud reinforcing is required,

END OF SECTION

Lakehead University – ELP Prettie Residence Renovation PR14-034 Section 06 41 11 Thunder Bay Campus ARCHITECTURAL CABINETWORK April 2015 Page 1

Part 1 General


.1 Custom shop fabricated cabinet units.

.2 Countertops.

.3 Cabinet hardware.


.1 Section 06 10 13 - Wood Blocking and Curbing: Grounds and support framing.

1.3 REFERENCES

.1 STM A153/A153M-09 - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware

.2 BHMA A156.9-2010 - Cabinet Hardware.

.3 CAN/CGSB 11.3-M87 - Hardboard.

.4 NPA A208.1-2009 - Particleboard.

.5 NPA A208.2-2009 - Medium Density Fibreboard (MDF) for Interior Applications.

.6 AWMAC - Architectural Woodwork Standards (AWS) – 1st Edition, 2009.

.7 NEMA LD3-2005 - High Pressure Decorative Laminates (HPDL).



.2 Shop Drawings: Indicate materials, component profiles and elevations, assembly methods, joint details, fastening methods, accessory listings, hardware location and schedule of finishes.

.3 Product Data: Provide data for hardware accessories.

.4 Samples:

.1 Submit two (2), 50 mm x 50 mm samples, illustrating cabinet finish.

.2 Submit two (2), 50mm x 50mm samples, illustrating countertop finish.

.3 Submit two (2) samples of drawer pulls and hinges, illustrating hardware function and finish.


.1 Perform work to AWMAC, Custom quality.

.2 Perform cabinet construction to AWMAC, Custom quality.

.1 Drawer and Door Front Construction: Custom quality.

.3 Fabricator Qualifications: Company specialising in fabricating Products specified in this section with minimum three (3) years experience.

.4 Installer Qualifications: Company specialising in performing the work of this section with minimum three (3) years documented experience.


1.6 MOCK-UP

.1 Provide mock-up of full size vanity assembly which includes plumbing accessories and fitments.

.2 Locate in Men’s Washroom.

.3 Approved mock-up may remain as part of the Work.


.1 Section 01 60 00: Transport, handle, store, and protect products.

.2 Protect units from moisture damage.

1.8 SITE CONDITIONS

.1 Ambient Conditions:

.1 During and after installation of work of this section, maintain the same temperature and humidity conditions in building spaces as will occur after occupancy.

Part 2 Products

2.1 LUMBER MATERIALS

.1 Lumber: To the requirements of AWMAC, grade specified.

2.2 SHEET MATERIALS

.1 Sheet Materials: To the requirements of AWMAC grade specified.

.2 Particleboard: NPA A208.1; composed of wood chips, medium density, moisture resistant; of grade to suit application; sanded faces.

.3 Medium Density Fibreboard (MDF): composed of wood fibres, medium density, moisture resistant; of grade to suit application; sanded faces.

2.3 MANUFACTURERS - HIGH PRESSURE LAMINATE

.1 Acceptable manufacturers offering functionally [and aesthetically] equivalent products.

.1 Mfr: Formica; Product: Formica Laminates .

.2 Mfr: Arborite; Product: Standard Collection

.3 Mfr: Panolam; Product: Nevamar

.2 Substitutions: Not permitted.

2.4 LAMINATE MATERIALS

.1 High Pressure Laminate: High pressure laminate, General Purpose, 1.0 mm nom thick; printed pattern colour range, with textured finish.

.2 Laminate Backing Sheet: 0.5 mm Backing Sheet grade, undecorated plastic laminate.

.3 Cabinet Liner: Grade CLS, not less than 0.5 mm thick, colour White.


2.5 ACCESSORIES

.1 Adhesive: Type recommended by laminate manufacturer to suit application.

.2 Fasteners: Unfinished steel; Hot dip galvanized to ASTM A153/A153M; Stainless steel, type 304; size and type to suit application.

.3 Bolts, Nuts, Washers, Lags, Pins, and Screws: Size and type to suit application; plated finish in concealed locations and stainless steel finish in exposed locations.

.4 Concealed Joint Fasteners: Threaded steel.

.5 Grommets: Plastic material for cut-outs.

.6 Tape: Aluminum foil, insulating and heat dissipating tape.

2.6 HARDWARE

.1 Hardware: BHMA A156.9

.2 Shelf Standards and Rests: Formed steel channels and rests, cut for fitted rests spaced at 25 mm centres; satin finish.

.3 Shelf Brackets: Formed steel brackets, formed for attachment with lugs; satin finish.

.4 Drawer and Door Pulls: Extruded aluminum pull, U-shaped, satin finish; 100 mm centres.

.5 Cabinet Locks: Keyed cylinder, two (2) keys per lock, master keyed; Mfr: Hafele

.6 Catches: Magnetic.

.7 Drawer Slides: Galvanised steel construction, ball bearings separating tracks, self-closing type.

.8 Hinges: Knuckle disappearing type, Steel with satin finish. Concealed; Opening: 175°; Friction Fit; Mfrs: Hafele or Blum

.9 Counter Brackets for Vanities: metal; surface mount; 18” (460mm) vertical x 24”(600 mm) horizontal legs; maximum spacing : 900 mm; Mfr: RAKKS; Model EH ; field cut to suit counter width

2.7 PLASTIC LAMINATE CASEWORK

.1 Cabinet Construction: Flush overlay, adjustable shelving particle board] core.

.2 Exposed Surfaces:

.1 Drawers and Drawer Fronts: Thermofused melamine.

.2 Edges: High pressure laminate.

.3 Semi-exposed Surfaces:

.1 Surfaces (other than drawer bodies): Thermofused melamine.

.2 Shelves: Thermofused melamine.

.3 Edges: Thermofused melamine.

.4 Drawer Sides and Backs: Edgebanded, thermofused Melamine.

.5 Drawer Bottoms: Edgebanded, thermofused Melamine.

2.8 PLASTIC LAMINATE COUNTERTOPS

.1 Comply with AWMAC Quality Standards, Custom grade requirements for counter construction supplemented as follows:


.2 Postformed Laminate: high pressure laminate, Grade HGP; printed pattern colour range, textured finish; thickness 1.0 mm nominal.

.3 Edge Treatment: Same as laminate cladding on horizontal surfaces.

.4 Core Material: Particleboard or Medium density fiberboard; minimum thickness 19mm.

2.9 FABRICATION

.1 Shop prepare and identify components for matching during site assembly.

.2 Shop assemble casework for delivery to site in units easily handled and to permit passage through building openings.

.3 When necessary to cut and fit on site, provide materials with ample allowance for site cutting and scribing.

.4 Apply plastic laminate finish in full uninterrupted sheets consistent with manufactured sizes. Fit corners and joints hairline; secure with concealed fasteners.

.5 Apply laminate backing sheet to reverse side of plastic laminate finished surfaces.

.6 Provide cutouts for plumbing fixtures fixtures and fittings. Verify locations of cutouts from on-site dimensions. Seal cut edges.

2.10 Execution

2.11 EXAMINATION

.1 Verify adequacy of backing and support framing.

.2 Verify location and sizes of utility rough-in associated with work of this section.

2.12 INSTALLATION

.1 Install Work to AWMAC, Custom Grade.

.2 Set and secure casework in place; rigid, plumb, and level.

.3 Use fixture attachments in concealed locations for wall mounted components.

.4 Use concealed joint fasteners to align and secure adjoining cabinet units and counter tops.

.5 Carefully scribe casework abutting other components, with maximum gaps of 1 mm. Do not use additional overlay trim for this purpose.

.6 Secure cabinets and counter bases to walls using appropriate angles and anchorages.

.7 Countersink anchorage devices at exposed locations. Conceal with solid wood plugs of species to match surrounding wood; finish flush with surrounding surfaces.

2.13 ADJUSTING

.1 Test installed work for rigidity and ability to support loads.

.2 Adjust moving or operating parts to function smoothly and correctly.

2.14 CLEANING

.1 Clean casework, counters, shelves, hardware, fittings, and fixtures.


2.15 SCHEDULES

.1 Room 254: Men’s Washroom (Second Floor): Wall Mounted Vanity with Basins

.2 Room 255: Women’s Washroom (Second Floor): Wall Mounted Vanity with Basins; Wall Mounted Countertop

.3 Room 227/229: Staff Room (Second Floor) : Base Cabinet with Basin; Upper Cabinet

.4 Room 001: Student Common Room: Wall Mounted Countertops; Base Servery Cabinet

END OF SECTION

Lakehead University – ELP Prettie Residence Renovation PR14-034 Section 07 03 75 Thunder Bay Campus JOINT SEALERS April 2015 Page 1

Part 1 General


.1 Preparing substrate surfaces.

.2 Sealant and joint backing.

.3 Structural sealant for glazing assemblies.


.1 Section 04 26 13 – Concrete Unit Masonry: Sealants required in conjunction with concrete block masonry.

.2 Section 07 84 00 - Firestopping: Sealants required in conjunction with firestopping.

.3 Section 08 11 13 - Metal Doors and Frames: Sealants required in conjunction with [door frames.

1.3 REFERENCES

.1 ASTM C920-14 - Standard Specification for Elastomeric Joint Sealants.

.2 ASTM C1193-13 - Standard Guide for Use of Joint Sealants.

.3 PERFORMANCE REQUIREMENTS

.4 Sealant Design: Design structural sealant to withstand specified loads without breakage, loss, seal failure, product deterioration, and other defects.


.1 Product Data: Provide data indicating sealant chemical characteristics, performance criteria, substrate preparation, limitations and colour availability.


.1 Perform sealant application work to ASTM C1193.

Applicator Qualifications: Company specialising in performing the work of this section with minimum three (3) years documented experience.

1.6 SITE CONDITIONS


.1 Maintain temperature and humidity recommended by the sealant manufacturer during and after installation.

1.7 WARRANTY

.1 Section 01 78 10: Warranties.

.2 Warranty: Provide a five (5) year warranty for failure to meet specified requirements including coverage for installed sealants and accessories which exhibit loss of adhesion or cohesion, or do not cure.


Part 2 Products

2.1 SEALANTS

.1 Siliconised Acrylic Latex (Type E): ASTM C834; Type OP, Grade -18C; single component, non-sagging, non-staining, non-bleeding, paintable; colour: as selected]

.1 Elongation Capability 10%.

.2 Service Temperature Range -54 to 82 degrees C.

.3 Shore A Hardness Range 15 to 25.

.4 Product: Tremflex 834, manufactured by Tremco.

.2 Polyurethane Sealant (Type S): ASTM C920, Grade NS, Class 50, Use NT, T, M, A, O, I single component, chemical curing, non-staining, non-bleeding, non-sagging (NS) type; colour to approximate substrate colour.

.1 Elongation Capability: 20% .

.2 Service Temperature Range: -40 to 82 degrees C.

.3 Shore A Hardness Range 40 +/-5

.4 Product: Dymonic 100, manufactured by Tremco.

2.2 ACCESSORIES

.1 Joint Backing: round, closed cell; polyethylene foam rod, oversized 30% to 50% larger than joint width.

.1 Product: Sonolastic, manufactured by BASF.

.2 Bond Breaker: Pressure sensitive tape recommended by sealant manufacturer to suit application.

.3 Masking tape: Non-staining, non-absorbent type compatible with sealant and adjacent surfaces.

Part 3 Execution

3.1 EXAMINATION

.1 Verify that substrate surfaces are clean, dry, and free of frost and ready to receive work.

.2 Verify that joint backing and release tapes are compatible with sealant.

3.2 PREPARATION

.1 Remove loose materials and foreign matter which might impair adhesion of sealant.

.2 Clean joints to sealant manufacturer's written instructions.

.3 Protect elements surrounding the work of this section from damage or disfiguration.

3.3 INSTALLATION

.1 Install sealant to sealant manufacturer's written instructions.

.2 Measure joint dimensions and size materials to achieve required 2:1 width/depth ratios.

.3 Install joint backing to achieve a neck dimension no greater than 1/3 of the joint width.


.4 Install bond breaker where joint backing is not used.

.5 Install sealant free of air pockets, foreign embedded matter, ridges, and sags.

.6 Apply sealant within recommended application temperature ranges. Consult manufacturer when sealant cannot be applied within these temperature ranges.

.7 Tool joints concave.


.1 Remove sealants failing adhesion test, clean substrates, reinstall sealants and perform retesting.

.2 Maintain test log and submit report to Consultant indicating tests, locations, dates, results, and remedial actions.

3.5 CLEANING

.1 Clean adjacent soiled surfaces.


.1 Remove masking tape and excess sealant.

.2 Protect sealants until cured.

3.7 SCHEDULE

.1 Polyurethane Sealant: Perimeter of Pressed Steel Frames; Concrete, Metal, and Masonry Substrates, Gypsum Wallboard Assemblies

.2 Siliconised Interior Acrylic Latex Sealant: Vanities, Washroom Fixtures;

END OF SECTION

Lakehead University – ELP Prettie Residence Renovation PR14-034 Section 07 21 16 Thunder Bay Campus BLANKET INSULATION April 2015 Page 1

Part 1 General


.1 Batt insulation in interior wall and ceiling construction.


.1 Section [09 21 16 - Gypsum Board Assemblies: Acoustic insulation.

1.3 REFERENCES

.1 ASTM C665-12 - Standard Specification for Mineral-Fiber Blanket Thermal Insulation for Light Frame Construction and Manufactured Housing.]

1.4 SYSTEM DESCRIPTION

.1 Assembly of components includes materials providing:

.1 Continuity of acoustic barrier at building partitions and suspended ceiling assemblies.


.1 Coordination:

.1 Coordinate with other work having a direct bearing on work of this Section.

Part 2 Products

2.1 MANUFACTURERS

.1 Manufacturer: Roxul Inc; Product: ‘Safe n Sound’.


2.2 MATERIALS

.1 Insulation: CAN/ULC-S702, preformed mineral fibre, in batt form; friction fit conforming to the following:

.1 Batt Size: 89 mm (3.5 inch) and 140mm (5.5inch).

.2 Facing: Unfaced

.3 Flame/Smoke Properties: to CAN/ULC-S102.

Part 3 Execution

3.1 EXAMINATION


.2 Verify that substrate, adjacent materials, and insulation are dry and ready to receive insulation.

Lakehead University – ELP Prettie Residence Renovation PR14-034 Section 07 21 16 Thunder Bay Campus BLANKET INSULATION April 2015 Page 2

3.2 INSTALLATION

.1 Install acoustic insulation to manufacturer's written instructions.

.2 Install in interior partitions and above ceiling spaces where indicated without gaps or voids. Do not compress insulation.

.3 Trim insulation neatly to fit spaces. Fit into miscellaneous gaps and voids.

.4 Fit insulation tight in spaces and tight to exterior side of mechanical and electrical services within the plane of insulation.

3.3 SCHEDULES

.1 Wall Insulation: Install to partitions as per wall type details

.2 Above Ceiling: Install above suspended ceiling assemblies to 1200 mm on either side of classroom demising partitions.

END OF SECTION

Lakehead University – ELP Prettie Residence Renovation Section 07 62 00 Thunder Bay Campus SHEET METAL FLASHING AND TRIM April 2015. Page 1

Part 1 General


.1 Metal lintel flashings.


.1 Section 05 50 00 – Metal Fabrications: Loose Steel Lintels at New Exterior Wall Openings.

.2 Section 04 26 13 – Unit Masonr: Masonry Flashings

.3 [ivision 23 – Heating, Ventilating, and Air-Conditioning (HVAC): Supply and Exhaust Louvres

1.3 REFERENCES

.1 ASTM A653/A653M-13 - Standard Specification for Steel Sheet, Zinc-Coated (Galvanised) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process.



.2 Coordination:



.1 Installer Qualifications: Company specializing in performing the work of this section with minimum three (3) years documented experience.


.1 Store material to prevent twisting, bending, or abrasion, and to provide ventilation.

Part 2 Products

2.1 SHEET MATERIALS

.1 Pre-Coated Galvanised Steel: ASTM A653/A653M, Z275 zinc coating designation; 0.6 mm (24 ga) core steel. Shop pre-coated with modified silicone SMP coating; Product:Weather X, mfr Valspar.

2.2 ACCESSORIES

.1 Fasteners: Galvanized steel

.2 Flashing Cover Sheet: Blueskin Butyl Flash: Manufacturer: Henry; minimum 150 mm (6 inches) wide minimum

2.3 FABRICATION

.1 Form sections true to shape, accurate in size, square, and free from distortion or defects.

.2 Form pieces in single length sheets].

.3 Hem exposed edges on underside 13 mm (1/2 inch); mitre and seam corners.

Lakehead University – ELP Prettie Residence Renovation Section 07 62 00 Thunder Bay Campus SHEET METAL FLASHING AND TRIM April 2015. Page 2

.4 Fabricate vertical faces with bottom edge formed outward 6 mm (1/4 inch) and hemmed to form drip.

Part 3 Execution

3.1 EXAMINATION


.2 Verify wall opening dimensions, and that lintel steel angles are solidly set.

3.2 INSTALLATION

.1 Insert flashings to form tight fit. Seal flashings to masonry substrate with sealant. Cover and seal flashing top edge to masonry using

.2 Secure flashings in place using concealed fasteners.

.3 Fit flashings tight in place. Make corners square, surfaces true and straight in planes, and lines accurate to profiles.

.4 Adhere elastomeric flashing sheet to metal vertical face and extend minimum 150 mm (6 inches) past top of flashing onto masonry.


.1 Inspection will involve surveillance of work during installation to ascertain compliance with specified requirements.

3.4 SCHEDULES

.1 Building Wall at Louvre Openings

END OF SECTION

Lakehead University – ELP Prettie Residence Renovation PR14-034 Section 07 84 00 Thunder Bay Campus FIRESTOPPING April 2015 Page 1

Part 1 General


.1 Tested and listed firestopping.


.1 Section 09 21 16 - Gypsum Board Assemblies: Gypsum wallboard fireproofing.

.2 Division 23 – Heating, Ventilating, and Air-Conditioning (HVAC): Mechanical work requiring firestopping.

.3 Division 26 – Electrical: Electrical work requiring firestopping.

1.3 REFERENCES

.1 CAN/ULC-S115-11 - Standard Method of Fire Tests of Firestop Systems.

.2 UL 1479-2003 - Standard for Fire Tests of Through-Penetration Firestops (3rd Edition).

.3 ULC-FR-14 - Fire Resistance Directory (2014 Edition)]

.4 CAN/ULC-S102-10 - Standard Method of Test for Surface Burning Characteristics of Building Materials and Assemblies.


.1 Tested and listed firestopping systems consisting of a material or materials, the wall or floor assembly, and penetrating items or gaps, assembled or placed in spaces, gaps, joints and building perimeters, to restore the fire resistance rating and or smoke resistant properties of a fire resistance rated assembly or smoke resistant assembly.


.1 Materials, accessories and application procedures listed by ULC-FR, UL or tested to CAN/ULC-S115 to comply with applicable building code requirements.

.2 Firestopping Materials: CAN/ULC-S101 to achieve a fire rating as noted in Schedule at end of this section.

.3 Surface Burning Characteristics: CAN/ULC-S102 or CAN/ULC-S102.2, as applicable.

.4 Smoke Resistance: For areas where smoke resistance is required, provide firestop systems with L-ratings of maximum 25.4l/sec/sq m (5.0 cfm/sq ft) opening area.

.5 Environmental Resistance: Systems to be resistant to environmental conditions they will be exposed to, as apparent at design stage.


.1 Coordination: Coordinate with other work having a direct bearing on work of this section.

.2 Sequencing: Coordinate and sequence firestopping installation with all affected trades.


.1 Product Data: Provide manufacturer's written data on product characteristics, performance.


.2 System Design Listings: Submit system design listings including illustrations from a

qualified nationally recognized testing and inspection agency applicable to each firestop configuration.


.1 Contractor Qualifications: Company specializing in performing the work of this section and as follows:

.1 Completed not less than [five (5)] comparable scale projects.

.2 Single Source Responsibility: Obtain firestop systems for each type of penetration and construction situation from a single primary firestop systems manufacturer. Obtain firestop systems for complete project, from a single primary firestop systems manufacturer, to the greatest extent possible.

1.9 MOCK-UP

1.10 REGULATORY REQUIREMENTS

.1 Conform to applicable code for fire resistance ratings and surface burning characteristics.


.1 Deliver firestopping products in original, unopened containers with labels intact and legible, identifying product and manufacturer.

.2 Store and handle firestopping materials to manufacturer's instructions.

1.12 SITE CONDITIONS


.1 Provide ventilation to manufacturer's instructions in areas to receive solvent cured materials.

Part 2 Products

2.1 MANUFACTURERS

.1 Acceptable Manufacturers:

.1 3M Fire Protection Products.

.2 HILTI, Inc.

.3 Specified Technologies, Inc

.4 Thermal Ceramics, Inc.

.5 Thermafiber, Inc.

2.2 MATERIALS

.1 Fire Stopping Systems and Materials: Tested and listed by ULC-FR, and conforming to construction type, penetrant type, annular space requirements and fire rating involved in each separate instance.

2.3 ACCESSORIES

.1 Primer: Type recommended by firestopping manufacturer for specific substrate surfaces.


.2 Forming/Packing Material: Permanent type, suitable for application.

.3 Installation Accessories: Clips, collars, fasteners, temporary stops or dams, and other devices required to position and retain materials in place.

Part 3 Execution

3.1 EXAMINATION

.1 Verify opening configurations, penetrating items, substrates, and other conditions affecting performance of firestopping are ready to receive the work of this section.

.2 Verify tested and listed systems selected are applicable to the conditions encountered.

.3 Do not proceed with installation until unsatisfactory conditions have been corrected.

3.2 PREPARATION .1 Clean substrate surfaces as recommended in manufacturer's written instructions, of dirt,

dust, grease, oil, loose material, or other matter which may affect bond of firestopping material and performance of firestop system for fire or smoke resistant situations.

.2 Remove incompatible materials which may affect bond.

.3 Install backing materials to arrest liquid material leakage.

3.3 APPLICATION

.1 Apply primer and firestopping materials to manufacturer's written instructions.

.2 Install material at walls or partition openings which contain penetrating sleeves, piping, ductwork, conduit and other items, requiring firestopping to tested and listed system or engineering judgment.

.3 Apply firestopping material in sufficient thickness to achieve rating, to uniform density and texture.

.4 Compress fibred material to achieve a density of 40% of its uncompressed density.

.5 Place intumescent coating in sufficient coats to achieve rating required.

3.4 CLEANING

.1 Clean adjacent surfaces of firestopping materials.


.1 Section 01 78 40: Protecting installed work

.2 Protect adjacent surfaces from damage by material installation.

3.6 SCHEDULES

.1 Main floor fire walls: 1 hour.

.2 Stair walls: 1 hours.

.3 Room to room partitions: 3/4 hour to penetrating metallic pipe and conduit.

.4 Room to room partitions: 3/4 hour to penetrating non-metallic pipe and conduit.

.5 Floors, metallic pipe and conduit: 1 hour.

.6 Smoke resistance: For areas where smoke resistance is required, provide firestop systems with L-Ratings of 25.4l/sec/sq m (5.0 cfm/sq ft).

END OF SECTION

Lakehead University – ELP Prettie Residence Renovation Section 08 11 13 Thunder Bay Campus STANDARD METAL DOORS AND FRAMES April 2015 Page 1

Part 1 General


.1 Hollow metal steel frames.

.2 Pressed steel doors.

.3 Interior glazed light frames; glass and glazing.


.1 Section 07 03 75 – Joint Sealers – Frame Perimeter Sealant

.2 Section 08 71 00 - Door Hardware - General: Hardware

.3 Section 08 80 50 - Glazing.

.4 Section 09 91 10 - Painting: Field painting of doors and frames

1.3 REFERENCES

.1 ASTM A653/A653M-13 - Standard Specification for Steel Sheet, Zinc-Coated (Galvanised) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process.

.2 CAN/ULC-S704-11 - Standard for Thermal Insulation, Polyurethane and Polyisocyanurate Boards, Faced.



.5 CSDMA (Canadian Steel Door Manufacturers Association).

.1 Recommended Dimensional Standards for Commercial Steel Doors and Frames, 2000.

.2 Recommended Selection and Usage Guide for Commercial Steel Doors and Frame Products, 2009.


.1 Coordination: .1 Coordinate with other work having a direct bearing on work of this section. .2 Coordinate the work with frame opening construction, door, and hardware

installation. .2 Sequencing: Sequence installation to ensure wire connections are achieved in an orderly

and expeditious manner.


.1 Product Data: Indicate door and frame configurations and finishes, location of cut-outs for hardware reinforcement.

.2 Shop Drawings: .1 Indicate frame elevations, reinforcement, anchor types and spacing, location of

cut-outs for hardware, and finish. .2 Indicate door elevations, internal reinforcement, closure method, and cut-outs for

glazing, finishes.



.1 Conform to requirements of CSDMA.



.1 Remove doors and frames from wrappings or coverings upon receipt on site and inspect for damage.

.2 Store in vertical position, spaced with blocking to permit air circulation between components.

.3 Store materials on planks, out of water and covered to protect from damage.

.4 Clean and touch up scratches or disfigurement caused by shipping or handling with zinc-rich primer.

Part 2 Products

2.1 MANUFACTURERS


.1 Shanahan Mfg LLP

.2 Fleming Door Products

.3 Gensteel Mfg.

.4 All Steel Doors Ltd

.5 Metal Door Ltd.

2.2 MATERIALS

.1 Sheet Steel: Galvanised steel to ASTM A653/A653M, commercial grade (CS), Type B’ Coating designation ZF120 (A40) commercially known as ‘paintable galvanneal’.

.2 Reinforcement: CSA-G40.20/G40.21, Type 44W, ZF75 (A25) coating designation to ASTM A653/A653M.

2.3 DOOR CORE MATERIALS

.1 Polystyrene Core: ASTM C578, Type 1, rigid extruded fire retardant, closed cell board, density 16 to 32 kg/cu m (1 to 2 pcf), thermal values RSI-1.0 R-6.0 minimum.

2.4 ADHESIVES

.1 Cores and Steel Components: Heat resistant, structural reinforced epoxy, resin based adhesive.

.2 Lock Seam: Reinforced epoxy resin, high viscosity, thicksotroptic sealant.

2.5 PRIMERS

.1 Primer: Rust inhibitive touch-up only.

2.6 ACCESSORIES

.1 Door Silencers: Single stud rubber/neoprene.


.2 Exterior Top Caps: Rigid polyvinylchloride (PVC) extrusion.

.3 Frame Thermal Breaks: Rigid polyvinylchloride (PVC) extrusion.

.4 Removable Glazing Stops: Formed galvanised steel channel, minimum 16 mm(5/8 inch) high, accurately fitted, butted at corners and fastened to frame sections with counter-sunk sheet metal screws.

.5 Weatherstripping: Specified in Section 08 71 00.

.6 Glass:

.1 Exterior Door: Clear sheet glass; 6 mm (1/4 inch) thick, tempered panes in 16mm (5/8 inch) insulated assembly; factory or field installed.

.2 Interior: Clear sheet glass; 6 mm (1/4 inch) thick, tempered or laminated

2.7 FABRICATION - DOORS

.1 Exterior Doors: Laminated core construction.

.2 Interior Doors: Laminated core construction.

.3 Longitudinal Edges: Mechanically interlocked, tack welded with visible edge seams.

.4 Mortised, blanked, reinforced, drilled and tapped for templated hardware, in accordance with templates provided by hardware supplier.

.5 Reinforce for surface mounted hardware, anchor hinges, thrust pivots, pivot reinforced hinges, or non-templated hardware.

.6 Top and Bottom Channels: Inverted, recessed, welded steel channels.

.7 Exterior Door: Flush PVC top caps.

.8 Provide factory-applied touch-up primer at areas where zinc coating has been removed during fabrication.

2.8 LAMINATED CORE CONSTRUCTION

.1 Exterior Doors: Both face sheets 1.6 mm (16 ga) steel, with polystyrene vertical steel stiffener core, laminated under pressure to face sheets.

.2 Interior Doors: Both face sheets1.6 mm (16 ga) steel with polystyrene vertical steel stiffener core, laminated under pressure to face sheets.

.3 Laminate vertical steel stiffeners to each face sheet at [<150 mm><<6 inches>>] on center maximum.

2.9 FABRICATION - FRAMES

.1 Interior Frames: 1.6 mm (16 ga) thick base metal thickness. .1 Door Frames and Window Assemblies: Welded and Slip-on type construction

as-scheduled. .2 Sidelight Assemblies: Welded type construction.

.2 Mortised, blanked, reinforced, drilled and tapped for templated hardware, in accordance with templates provided by hardware supplier. Utilize the following paragraph for "hospital" stops or where stop must terminate above the finished floor.


.3 Prepare frames for silencers. Provide three (3) single silencers for single doors on strike side. Provide two (2) single silencers on frame head at double doors without mullions.

.4 Fabricate frames to suit masonry wall coursing with 100 mm or 50 mm head member as-required.

Part 3 Execution

3.1 EXAMINATION

.1 Verify that opening sizes and tolerances are acceptable; check floor area within path of door swing for flatness.

.2 Verify doors and frames are correct size, swing, rating and opening number.

.3 Remove temporary shipping spreaders.

3.2 INSTALLATION

.1 Install doors and frames to CSDMA.

.2 Coordinate with masonry, gypsum board wall construction for anchor placement.

.3 Coordinate installation of glass and glazing.

.4 Coordinate installation of doors and frames with installation of hardware specified in Section 08 71 00.

.5 Set frames plumb, square, level and at correct elevation.

.6 Secure anchorages and connections to adjacent construction.

.7 Brace frames rigidly in position while building-in. Install wood spreaders at third points of frame rebate height to maintain frame width.

.8 Remove wood spreaders after frames have been built-in.

.9 Make allowance for deflection to ensure structural loads are not transmitted to frame product.

.10 Install doors, and hardware in accordance with hardware templates and manufacturer's instructions.

.11 Adjust operable parts for correct clearances and function.

.12 Install glazing and door silencers.

.13 Finish paint as specified in Section 09 91 10.


.1 Maximum Diagonal Distortion: 1.5 mm (1/16 inch) measured with straight edges, crossed corner to corner.

END OF SECTION

Lakehead University – ELP Prettie Residence Renovation PR14-034 Section 08 14 16 Thunder Bay Campus FLUSH WOOD DOORS April 2015 Page 1

Part 1 General


.1 Flush wood doors non-rated; glazing inserts

1.2 RELATED SECTIONS 1.3 I

.1 Section 08 11 14 - Metal Doors and Frames.

.2 Section 08 71 00 - Door Hardware - General.

.3 Section 08 80 50 - Glass and Glazing.

.4 Section 09 91 10 - Painting: Site finishing of doors.

1.4 REFERENCES

.1 AWMAC - Architectural Woodwork Standards (AWS) – 1st Edition, 2009.

.2 CHPVA (Canadian Hardwood Plywood and Veneer Association) - Official Grading Rules for Canadian Hardwood Plywood-2010.

.3 HPVA (Hardwood Plywood and Veneer Association).


.1 Product Data: Submit manufacturer product information and data sheets and specifications, indicating door core materials and construction; veneer species, type and characteristics.

.2 Shop Drawings: Illustrate door type, size, elevations, sizes, types, undercuts required if any, and factory finishing information. Identify cut-outs for glazing


.1 Perform work in accordance with AWMAC standards, Custom Grade.

.2 Provide manufacturer certification that products comply with Construction Documents requirements.

.3 Manufacturer Qualifications: Company specialising in manufacturing the Products specified in this section with minimum three (3) years documented experience


.1 Package, deliver and store doors in accordance with AWMAC.

.2 Accept doors on site in manufacturer's packaging. Inspect for damage.

.3 Protect doors with resilient packaging. Do not store in damp or wet areas; or in areas where sunlight might bleach veneer. Seal top and bottom edges with tinted sealer if stored more than one week. Break seal on site to permit ventilation.

1.8 WARRANTY

.1 Provide warranty to include coverage for failure to meet specified requirements, to the following term:

.1 Interior Doors: Two (2) years.

.2 Include coverage for delamination of veneer; warping beyond specified installation tolerances; defective materials; telegraphing core construction.


Part 2 Products

2.1 MANUFACTURERS

.1 Manufacturers offering functionally equivalent products.

.1 Masonite Corp.

.2 Lambton Doors Ltd

.3 Jeld-Wen Canada

2.2 DOOR LEAF TYPES

.1 Interior Doors: 44 mm (1-3/4 inches) thick; solid core construction, as indicated.

2.3 DOOR LEAF CONSTRUCTION

.1 Core (Solid, Non-Rated): Type PC – Particleboard; Density 28-32 pcf

.2 Edging: Match door face veneer

2.4 DOOR FACING

.1 Facing (Interior): ANSI A135.4, Class 1 – Tempered High Density Hardboard, 3 mm (1/8 inch) thick; for paint finish.

2.5 ADHESIVE

.1 Facing Adhesive: Type II - water resistant.

2.6 ACCESSORIES

.1 Door Window Insert Kit:

.1 Description: Purpose-made door window kit; Material: cold rolled steel, 18 Ga; Corners: mitred and welded; Finish: Grey Primer; Glass thickness: 6mm (1/4 inch); Sound-rated assembly; Fasteners: #8 sheet metal screws; stainless steel.

.2 Nominal Opening Dimension: 508mm (20 inches) x 760 mm (30 inches)

.3 Product: “Low Profile Lite Kit”; Class: Sound Rated; Catalogue Reference: L-FRA100 STC; Manufacturer: National Guard Products Inc., Memphis, TN; www.ngp.com

2.7 FABRICATION .1 Fabricate non-rated doors in accordance with AWMAC Standards requirements. .2 Provide lock blocks at top of door for closer for hardware reinforcement. .3 Vertical Exposed Edge of Stiles: Hardwood, prime paint finish. .4 Fit door edge trim to edge of stiles after applying veneer facing. .5 Bond edge banding to cores. .6 Factory fit doors for frame opening dimensions identified on shop drawings. .7 Provide edge clearances in accordance with AWMAC.

Part 3 Execution

3.1 EXAMINATION



.2 Verify that opening sizes and tolerances are acceptable.

.3 Do not install doors in frame openings that are not plumb or are out-of-tolerance for size or alignment.

3.2 INSTALLATION

.1 New Doors

.1 Install non-rated doors in accordance with AWMAC Standards requirements

.2. Trim non-rated door width by cutting equally on both jamb edges.

.3 Trim door height by cutting bottom edges to a maximum of19 mm (3/4 inch).

.4 Machine cut for hardware.

.5 Coordinate installation of doors with existing frames and with installation of frames specified in Section 08 11 13 and hardware specified in Section 08 71 00.

.6 Coordinate installation of glass and glazing.

.2 Existing Doors

.1 Measure and cut openings in designated existing doors to receive manufactured door window insert kit.

.2 Insert 20 inch wide x 30 inch high, door window kit assembly into cut-out openings in existing floors.

3.3 INSTALLATION TOLERANCES


.2 Conform to [AWMAC] requirements for fit and clearance tolerances, and maximum diagonal distortion.

.3 Maximum Diagonal Distortion (Warp): 3 mm (1/8 inch) measured with straight edge or taut string, corner to corner, over an imaginary 915 x 2130 mm (36 x 84 inches) surface area.

.4 Maximum Vertical Distortion (Bow): 3 mm (1/8 inch) measured with straight edge or taut string, top to bottom, over an imaginary 915 x 2130 mm (36 x 84 inches)] surface area.

.5 Maximum Width Distortion (Cup): 3 mm (1/8 inch) measured with straight edge or taut string, edge to edge, over an imaginary 915 x 2 130 mm (36 x 84 inches) surface area.

3.4 ADJUSTINGS Adjust door for smooth and balanced door movement.

.1 Adjust closer for full closure.

3.5 SCHEDULES

.1 This section is associated with an Appendix of door and frame hardware listing.

END OF SECTION

Lakehead University – ELP Prettie Residence Renovation PR14-034 Section 08 71 00 Thunder Bay Campus DOOR HARDWARE - COMMON REQUIREMENTS April 2015 Page 1

Part 1 General


.1 Hardware for doors.

.2 Thresholds.

.3 Door Stops and Protection Plates

.4 Weatherstripping, seals, and door gaskets.


.1 Section 08 11 13 - Standard Hollow Metal Doors and Frames.

.2 Section 08 14 16 - Flush Wood Doors.

.3 Section 08 31 13 - Access Doors and Frames.

.4 Section 10 14 19 - Signage.

.5 Division 28 – Electronic Safety and Security: Power supply to electric hardware devices.

1.3 REFERENCES

.1 CAN/ULC-S132-07 - Standard for Emergency Exit and Emergency Fire Exit Hardware.

.2 CSDMA (Canadian Steel Door Manufacturers Association).

.3 DHI (Door and Hardware Institute Canada) - AHC and EHC certification programs.]

.4 DHI (Door Hardware Institute) - A115 series.

.5 DHI - Recommended Locations for Architectural Hardware for Flush Wood Doors (1993).]

.6 BHMA (Builders Hardware Manufacturers Association) - A156 Series Standards.

.7 UL 305-2012 - Standard for Panic Hardware (6th Edition).


.1 Coordination: Coordinate with other work having a direct bearing on work of this section.

.1 Coordinate the work with other directly affected sections involving manufacture or fabrication of internal reinforcement for door hardware and recessed items.

.2 Coordinate Owner's keying requirements during the course of the Work.

.2 Sequencing: Sequence installation to ensure utility connections are achieved in an orderly and expeditious manner.


.1 Contract Hardware List: Include manufacturer, model identification, function, material, finish, size, and other related information.

.2 Manufacturer installation instructions, parts lists, and templates, electrical supply and connection requirements.

.3 Shop Drawings:

.1 Indicate locations and mounting heights of each type of hardware, schedules, catalogue cuts, [electrical characteristics and connection requirements].

.2 Submit manufacturer's parts lists and templates.



.1 Operation and Maintenance Data: Include data on operating hardware, lubrication requirements, and inspection procedures related to preventative maintenance.

.2 Warranty Documentation: Submit manufacturer warranty and ensure forms have been completed in Owner's name and registered with manufacturer.

.3 Record Documentation:

.1 Record actual locations of installed cylinders and their master key code.

.2 Keys: Deliver with identifying tags to Owner]by security shipment direct from hardware supplier.

1.7 MAINTENANCE MATERIAL SUBMITTALS

.1 Provide special wrenches and tools applicable to each different or special hardware component.

.2 Provide maintenance tools and accessories supplied by hardware component manufacturer.



.2 Installer Qualifications: Company specialising in performing the work of this section with minimum three (3) years documented experience .

.3 Hardware Supplier Personnel: Employ a qualified person to assist in the work of this section.

.4 Hardware Supplier Personnel: Employ a qualified person to assist in the electronics and controls work of this section.


.1 Conform to applicable code for Products requiring electrical connection.


.1 Package hardware items individually; label and identify each package with door opening code to match hardware schedule.

1.11 WARRANTY

.1 Provide five (5) year manufacturer warranty for door closers.

Part 2 Products

2.1 SUPPLIERS

.1 Quality Door Hardware

.2 The Lock Shop

.3 Bay Lock & Security


2.2 MANUFACTURERS

.1 Hinges: Stanley, Hager, McKinney.

.2 Locksets: Schlage.

.3 Push/Pulls: Schlage.

.4 Cylinder Locks: Schlage.

.5 Electric Strike: Exit Devices: Von Duprin.

.6 Door Operator: Horton

.7 Closers: Von Duprin

.8 Weatherstripping: KN Crowder, Pemko

.9 Thresholds: KN Crowder, Gynn-Johnson, Reese, Draftseal

.10 Stops: Stanley, Richelieu, Glynn-Johnson

.11 Protection Plates: Taymor, Richelieu, McKinney, Hager.

2.3 KEYING

.1 Door Locks: Grand master keyed to Owner’s keying system. Co-ordinate keying with Owner.

.2 Key to existing keying system.

.3 Supply keys in the following quantities:

.1 Three (3) master keys for each master key group.

.2 Three (3) grand master keys for each grand master key group.

2.4 FINISHES

.1 Finishes: Identified in Schedule at end of section.

Part 3 Execution

3.1 EXAMINATION


.2 Verify that doors and frames are ready to receive work and dimensions are as ndicated on Shop Drawings.

.3 Verify that electric power is available to power operated devices and is of the correct characteristics.

3.2 INSTALLATION

.1 Install hardware to manufacturer's written instructions.

.2 Use templates provided by hardware item manufacturer.

.3 Use fasteners supplied by manufacturer for hardware item only.

.4 Mounting heights for hardware from finished floor to centre line of hardware item: .1 Locksets/Latchsets: 1025 mm (40 inches) to centre of strike .2 Lockset/Latchsets (Barrier Free Entrances): 865mm (34 inches) .3 Exit Devices: 1025 mm (40 inches) to centre of strike .4 Push/Pulls: 1050 mm (41 inches) to centre of plate. .5 Dead Locks: 1200 mm (48 inch) to centre of strike. .6 Exit Devices: 1025 mm to centre of strike.


.5 Hardware Installation to Existing Frames and Doors: Where door or frame has been drilled or otherwise prepared to accept new hardware, install replacement hardware to existing locations otherwise, where possible, install to specified heights.

FIELD QUALITY CONTROL

.6 Inspect installation and certify that hardware and installation has been furnished and installed in accordance with manufacturer's written instructions and as specified.

3.3 ADJUSTING

.1 Adjust hardware for smooth operation.


.1 Do not permit adjacent work to damage hardware or finish.

3.5 HARDWARE SCHEDULE

.1 GROUND FLOOR ACADEMIC AREA D110 Building Entrance Corridor 110 to Exterior RHR Door &Frame: 1 – 3-0 x 7-0 x 1-3/4 HM (New) PSF (Existing – Re-use) Hinges Re-use Existing Exit Device 1 Only EL x 98 x 996L x06 x F x 3’ x US32D x LHR Cylinder 1 Only 3216 x RIM x US32D Door Operator 1 Only Horton 7100 Activator 2 Only Horton 1260-5 Electric Strike 1 Only Horton 6100 x 32USD x 12V Kick Plate 1 Only 25-KP-1034 Weatherstrip 1 Only W-13 Threshold 1 Only CT-75 Sweep 1 Only W-19 D100 Classroom Rm 100 to Corridor 111 RH Door &Frame: 1 – 3-2 x 7-0 x 1-3/4 SCW (New) PSF(New) Hinges 1.5 Pr FBB 4.0 x 4.0 x BB x 630 Lockset 1 Only ND x RHO x F84 xFSIC/S123 x 626 x IC x11-085 Door Closer 1 Only 4011-689 x DEL RH Kick Plate Existing – Re-use D101 Classroom Rm 101 to Crush Space 109 RH D102 Classroom Rm 102 to Crush Space 109 LH D103 Staff Rm 103 to Crush Space 109 LH Door &Frame: 1 – 3-2 x 7-0 x 1-3/4 SCW (Existing – Re-use) WD (Existing - Re-use) Hinges Existing – Re-use Lockset 1 Only ND x RHO x F84 xFSIC/S123 x 626 x IC x11-085 Door Closer 1 Only 4011-689 x DEL RH / LH Kick Plate Existing – Re-Use


D104 Classroom Rm 104 to Crush Space 109 RH Door &Frame: 1 – 3-2 x 7-0 x 1-3/4 SCW (New) PSF (New) Hinges 1.5 Pr FBB 4.0 x 4.0 x BB x 630 Lockset 1 Only ND x RHO x F84 xFSIC/S123 x 626 x IC x11-085 Door Closer 1 Only 4011-689-DEL RH Kick Plate 1 Only 25-KP-1036 D105 Washroom Rm 105 to Corridor 110 LH D106 Washroom Rm 105 to Corridor 110 RH Door &Frame: 1 – 3-0 x 7-0 x 1-3/4 SCW (New) PSF (New) Hinges 1.5 Pr FBB 4.0 x 4.0 x BB x 630 Lockset 1 Only ND x RHO x F76 xFSIC/S123 x 626 x IC x11-085 Door Closer 1 Only 4011-689 LH / RH Kick Plate 1Only 25-KP-1034 D107 Washroom Rm 107 to Corridor 110 LH Door &Frame: 1 – 3-2 x 7-0 x 1-3/4 SCW (New) PSF (New) Hinges 1.5 Pr FBB 4.0 x 4.0 x BB x 630 Lockset 1 Only ND x RHO x F76 xFSIC/S123 x 626 x IC x11-085 Door Closer 1 Only 4011-689-DEL LH Kick Plate 1 Only 25-KP-1034 D108 Storage Rm 108 to Corridor 110 RH Door &Frame: 1 – 3-0 x 7-0 x 1-3/4 HM (Existing – Re-use) PSF (Existing – Re-use) Hinges Re-use Existing Lockset 1 Only ND x RHO x F86 x FSIC/S123 x 626 x IC x11-085 Door Closer 1 Only 1461-FC S-H-CUSH Kick Plate 1 Only 25-KP-1034 ______________________________________________________________________________

.2 SECOND FLOOR ADMINISTRATION AREA

D227 Staff Rm 227-29 to Corridor 2C1 RH Door &Frame: 1 – x x 1-3/4 SCW (Exist - Relocated) PSF (Exist - Relocated) Hinges Lockset Door Closer Kick Plate D228 Adminstration Office Rm 228-30 to Corridor 2C1 RH Door &Frame: 1 – 3-0 x 7-0 x 1-3/4 HM (New) PSF (New) Hinges Lockset Door Closer Kick Plate


D231 Washroom 231 to Corridor 2C1 LH Door &Frame: 1 – 2-4 x 6-8 x 1-3/4 SCW (NEW) PSF (NEW) Hinges Lockset Door Closer Kick Plate D234 Closet Rm 234 to Corridor 2C1 LH D239A Closet Rm 239A to Corridor 2C1 LH Door &Frame: 1 – 2-0 x 6-8 x 1-3/8 WD (Remains) PSF (Remains Hinges Lockset Door Closer Kick Plate D235 Office Rm 235 to Corridor 2C1 RH D236 Office Rm 236 to Corridor 2C1 LH D237 Office Rm 237 to Corridor 2C1 LH D238 Office Rm 238 to Corridor 2C1 LH D239 Office Rm 239 to Corridor 2C1 LH Door &Frame: 1 – 2-6 x 6-6 x 1-3/4 SCW (Remains) PSF (Remains) Lockset Door Closer Kick Plate

.3 SECOND FLOOR ACADEMIC AREA

D240 Seminar Rm 240 to Corridor 2C3 LH D246 Seminar Rm 246 to Corridor 2C3 LH D249 Seminar Rm 249 to Corridor 2C3 RH D260 Office Rm 260 to Corridor 2C3 LH D261 Seminar Rm 261 to Corridor 2C3 RH Door &Frame: 1 – 2-6 x 6-6 x 1-3/4 SCW (Remains) PSF (Remains) Lockset Door Closer Kick Plate D243 Service Rm 243 to Corridor 2C3 RH Door &Frame: 1 – 2-6 x 6-6 x 1-3/4 SCW (Remains) PSF (Remains) Lockset Door Closer Kick Plate


D242 Academic Rm 242-44 to Corridor 2C3 LH (Remains) D244 Academic Rm 242-44 to Corridor 2C3 RH (Remains) D245 Academic Rm 245-47 to Corridor 2C3 RH (Remains) D247 Academic Rm 245-47 to Corridor 2C3 LH (Remains) D248 Academic Rm 248-50 to Corridor 2C3 LH (Remains) D250 Academic Rm 248-50 to Corridor 2C3 RH (Remains) D251 Academic Rm 251-53 to Corridor 2C3 RH (Remains) D253 Academic Rm 251-53 to Corridor 2C3 LH (Remains) D257 Academic Rm 251-53 to Corridor 2C3 RH (Remains) D259 Academic Rm 257-59 to Corridor 2C3 LH (Remains) Door &Frame: 1 – 2-6 x 6-6 x 1-3/4 SCW (Remains) PSF (Remains) Lockset Door Closer Kick Plate D256 Shower Rm 256 to Corridor 262 LH Door &Frame: 1 – 2-6 x 6-6 x 1-3/4 SCW (Remains) PSF (Remains) Lockset Door Closer Kick Plate D258 Prayer Rm 258 to Corridor 262 RH Door &Frame: 1 – 2-6 x 6-6 x 1-3/4 SCW (Remains) PSF (Remains) Lockset Door Closer Kick Plate Notes: 1. Items noted as “Remains” are to be left ‘as-is’ and re-used. 2. Items noted as “Existing – Relocated” are to be removed, and re-installed in another location.

END OF SECTION

Lakehead University – ELP Prettie Residence Renovation Section 08 71 43 Thunder Bay Campus AUTOMATIC DOOR OPERATORS April 2015 Page 1


.1 Electric operated door equipment.

.2 Control devices.


.1 08 71 00 Door Hardware – Common Requirements: Hardware Schedule

.2 Division 25 Electrical – On-Drawing Notes::

.1 Wiring from door operator to control switch.

.2 Wiring from control switch to power unit.

.3 Wiring from power unit to disconnect.

1.3 REFERENCES

.1 BHMA A156.10-1999 - Power Operated Pedestrian Doors.

.2 BHMA A156.19-2002 - Power Assist and Low Energy Power Operated Doors.

.3 CSA-C22.1-06 - Canadian Electrical Code, Part I (20th Edition), Safety Standard for Electrical Installations.

.4 CAN/CSA-C22.2 No. 100-04 - Motors and Generators.

.5 CAN/CSA-C22.2 No. 247-92(R2008) - Operators and Systems of Doors, Gates, Draperies and Louvres.

.6 NEMA MG1-2006 - Motors and Generators.


.1 Automatic Door Equipment: Electrically operated with push plate and button, control device.

.2 Door: Single swing, hinged operation.

.3 Provide for manual open, close, and break-open operation of door in the event of power failure.


.1 Automatic Door Equipment: Accommodate medium pedestrian traffic, and weight of doors.

.2 Operators: Fully adjustable for opening and closing speeds, hold open time, cancellation on activation of building fire alarm and smoke detection system.


.1 Coordination: Coordinate with other work having a direct bearing on work of this Section.

.2 Sequencing: Sequence installation to ensure utility connections are achieved in an orderly and expeditious manner.


.1 Product Data: Provide data on system components, sizes, features, and finishes.

.2 Shop Drawings:

.1 Indicate layout and dimensions; head, jamb, and sill conditions; elevations; components, anchorage, recesses, materials, and finishes, electrical characteristics and connection requirements.


.2 Identify installation tolerances required, assembly conditions, routing of service

lines and conduit, and locations of operating components and boxes.


.1 Installation Data: Manufacturer's special installation requirements indicating special procedures, perimeter conditions requiring special attention, and manufacturer's hardware and component templates.


.1 Operation and Maintenance Data: Include manufacturer's parts list and maintenance instructions for each type of hardware and operating component.

.2 Warranty Documentation: Submit manufacturer warranty and ensure forms have been completed in Owner's name and registered with manufacturer.

.3 Record Documentation: Record actual locations of concealed equipment, services, and conduit.


.1 Section 01 78 40: Maintenance extra material requirements.

.2 Tools: Provide purpose-made wrenches and tools required for maintenance of equipment if any.


.1 Perform Work in accordance with CAN/CSA-C22.2 No. 247.

.2 Manufacturer Qualifications: Company specializing in manufacturing the Products specified in this section with minimum three (3) years documented experience.


1.12 WARRANTY

.1 Provide five (5) year manufacturer warranty for motor and operating unit.

Part 2 Products

2.1 MANUFACTURERS.

.1 Acceptable manufacturers

.1 Horton Automatics. Product: Horton 7100

.2 NABCO; Product: Gyrotech.GT710

.2 Substitutions: Proposal for substitution for item named in 2.1.1 to include information chart demonstrating construction and operating equivalence.

2.2 POWER UNITS .1 Operation: Power open, power close operation. .2 Electric Type: self-contained, gear-driven, with release clutch.

2.3 AUTOMATIC OPERATOR

.1 Surface mounted overhead operator for accommodating door action.

.2 Variable speed control for opening and closing cycles.

.3 Hold Open: Toggle switch at inside head of doors


2.4 PUSH PLATE CONTROL DEVICE

.1 Standard] wall mounted, recessed momentary contact type.

2.5 ELECTRICAL CHARACTERISTICS AND COMPONENTS .1 Electrical Characteristics:

.1 120 volts, single phase, 60 Hz.

.2 15 amperes maximum fuse size .2 Wiring Terminations: Provide terminal lugs to match branch circuit conductor quantities,

sizes, and materials indicated. Enclose terminal lugs in terminal box sized to CSA-C22.1.

.3 Disconnect Switch: Factory mount disconnect switch on equipment.

2.6 FINISHES

.1 Exposed Operator and Components: Finish selected from manufacturer's standard range.

.2 Steel Clips, Supports and Steel Anchors: Galvanized to 1.25 oz/sq ft.Execution

2.7 EXAMINATION .1 Section 01 70 00: Verify existing conditions before starting work. .2 Verify that surfaces are ready to receive work and dimensions are as indicated on shop

drawings.

.3 Verify that electric power is available and of the correct characteristics.

2.8 INSTALLATION

.1 Install equipment to manufacturer's written instructions.

.2 Provide for thermal expansion and contraction of door and frame units and live and dead loads that may be transmitted to operating equipment.

.3 Provide for dimensional distortion of components during operation.

.4 Install pneumatic lines and door power units in a manner to prevent condensation or freezing.

.5 Coordinate installation of components with related and adjacent work; level and plumb.

2.9 ADJUSTING

.1 Adjust door equipment for correct function and smooth operation.

2.10 DEMONSTRATION AND INSTRUCTIONS

.1 Demonstrate operation, operating components, adjustment features, and lubrication requirements.

END OF SECTION

Lakehead University – ELP –Prettie Residence Renovation Section 08 80 50 Thunder Bay Campus GLASS AND GLAZING April 2015 Page 1

Part 1 General


.1 Glass and glazing for Interior Doors, Sidelight Assemblies, and Transom Panels.


.1 Section 08 11 13 – Metal Doors and Frames: Glazing – Ground Level Entrance D110

.2 Section 08 14 16 – Flush Wood Doors: Glazing –Second Floor; Door D228 - Flush Wood Doors: Door Light Inserts – Ground & Second Floor Doors

1.3 REFERENCES

.1 ANSI Z97.1-04e1 - Safety Glazing Materials Used in Buildings – Safety Performance Specifications and Methods of Test.

.2 ASTM C1172-03 - Laminated Architectural Flat Glass.

.3 ASTM C1048-04 - Heat-Treated Flat Glass - Kind HS, Kind FT Coated and Uncoated Glass.

.4 CAN/CGSB 12.1-M90 - Tempered or Laminated Safety Glass.

.5 GANA (Glass Association of North America) .1 Glazing Manual (2004). .2 Laminated Glazing Reference Manual (2006).

.6 LSGA (Laminators Safety Glass Association) Laminated Glass Design Guide 2000.

Part 2 Products

2.1 FLAT GLASS MATERIALS

.1 Safety Glass (Type FG-C): CAN/CGSB-12.1, clear, laminated; 1/4 inch minimum thick.

.2 Safety Glass (Type FG-C): CAN/CGSB-12.1, clear, tempered; 1/4 inch minimum thick.

2.2 MANUFACTURERS - GLAZING ACCESSORIES

.1 Glazing Tape: Conformable Polyethylene Foam; Rubber Acrylic Adhesive; Double-Sided; 1/32 inch x 3/8 inch size; White colour; Representative Product : Venture Tape; Mfr: 3M Inc.

Part 3 Execution

3.1 EXAMINATION


.2 Verify that openings for glazing are correctly sized and within tolerance.

.3 Verify that surfaces of glazing channels or recesses are clean, free of obstructions and ready to receive glazing.

3.2 PREPARATION

.1 Clean contact surfaces with solvent and wipe dry.

.2 Install sealant in accordance with manufacturer's written instructions.

Lakehead University – ELP –Prettie Residence Renovation Section 08 80 50 Thunder Bay Campus GLASS AND GLAZING April 2015 Page 2

3.3 INSTALLATION - INTERIOR DRY METHOD (TAPE AND TAPE)

.1 Cut glazing tape to length and set against permanent stops.

.2 Place setting blocks at 1/3 points with edge block no more than 4 inches from corners.

.3 Rest glazing on setting blocks and push against tape for full contact at perimeter of pane or unit.

.4 Place glazing tape on free perimeter of glazing in same manner described above.

.5 Install removable stop without displacement of tape. Exert pressure on tape for full continuous contact.

.6 Knife-trim protruding tape.

3.4 INSTALLATION - PLASTIC FILM

.1 Install plastic film with adhesive, applied in accordance with film manufacturer's written instructions.

.2 Place without air bubbles, creases or visible distortion.

.3 Fit tight to glass perimeter with razor cut edge.

3.5 CLEANING

.1 Remove glazing materials from finish surfaces.

.2 Remove labels after Work is complete.

.3 Clean glass and adjacent surfaces.


.1 After installation, mark pane with an 'X' by using removable plastic tape or paste.

3.7 SCHEDULE

.1 Hollow Metal Entrance Door (D110): Insulated Glazing: Insulated Glazing: 6mm laminated clear insulating glass; 02 panes; 1/2 inch air space)

.2 New Office Door & Sidelite (D228 ) Laminated Glass: 6 mm thick, interior dry method.

.3 New Academic Room Doors: (D100 D104): Laminated Glass: 6 mm thick, interior dry method

.4 New Door Light Inserts: Existing Flush Wood Doors. 6mm thick Laminated Glass; interior dry method

.1 Light Kit: 22 in x 30 in D227 D235 D236 D237 D238 D239 D240 D242 D244 D246 D248 D250 D258 D260 D261 D259 D257 D253 D251 D249 D247 D245

.3 Light Kit: 08 in x 30 in D101 (02 Pc) D102 (D02 Pc) D103 (01 Pc)

END OF SECTION

Lakehead University – ELP Prettie Residence Renovation PR14-034 Section 09 21 16 Thunder Bay Campus GYPSUM BOARD ASSEMBLIES April 2015 Page 1

Part 1 General


.1 Gypsum board and joint treatment.

.2 Acoustic insulation.

.3 Light gauge metal stud wall framing.


.1 Section 06 10 13 - Wood Blocking: for support of Hardware and Wood Trim

.2 Section 06 48 00 – Wood Frames & Sidelights

.3 Section 07 21 16 - Blanket Insulation: Acoustic insulation.

1.3 REFERENCES

.1 ASTM C475/C475M-02 (R2007) - Joint Compound and Joint Tape for Finishing Gypsum Board.

.2 ASTM C557-03e1 - Adhesives for Fastening Gypsum Wallboard to Wood Framing.

.3 ASTM C645-08a - Non-Structural Steel Framing Members.

.4 ASTM C665-06 - Mineral-Fibre Blanket Thermal Insulation for Light Frame Construction and Manufactured Housing.

.5 ASTM C754-07 - Installation of Steel Framing Members to Receive Screw-Attached Gypsum Board.

.6 ASTM C840-08 - Application and Finishing of Gypsum Board.

.7 ASTM C1002-07 - Steel Self-Piercing, Tapping Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Wood Studs or Steel Studs.

.8 ASTM C1047-05 - Accessories for Gypsum Wallboard and Gypsum Veneer Base.

.9 ASTM C1396/C1396M-06a - Gypsum Board.

.10 ASTM E90-04 - Test Method for Laboratory Measurement of Airborne-Sound Transmission Loss of Building Partitions and Elements.

.11 CAN/CGSB-71.25-M88 - Adhesive for Bonding Drywall to Wood Framing and Metal Studs.

.12 GA-214-07 (Gypsum Association) - Recommended Levels of Gypsum Board Finish.

.13 GA-216-07 (Gypsum Association) - Application and Finishing of Gypsum Panel Products.

.14 GA-801-07 (Gypsum Association) - Handling and Storage of Gypsum Panel Products: A Guide for Distributors, Retailers, and Contractors.


.1 Product Data: .1 Provide data on metal framing, gypsum board, joint tape, and accessories.


.1 Perform Work in accordance with ASTM C840.

.2 Installer Qualifications: Company specialising in performing the work of this section with minimum three (3) years documented experience.


.3 Handling Gypsum Board: Comply with GA-801.

Part 2 Products

2.1 MANUFACTURERS

.1 Gypsum Board products.

.1 CGC Inc

.2 CertainTeed Gypsum Canada Inc .

.3 Georgia Pacific Gypsum Inc.

.2 Framing Materials:

.1 Imperial Building Products; Richibucto NB

.2 Bailey Metal Products Limited; Concord ON

.3 Steelform Group; Edmonton AB

.4 Conquest Steel; Toronto, ON

2.2 FRAMING MATERIALS

.1 Studs and Tracks: ASTM C645; and GA-600; galvanized sheet steel, 0.021 inch thick, C-shape, with knurled faces.

.2 Furring, Framing, and Accessories: ASTM C645.

.3 Fasteners: ASTM C1002; Type A (Wafer Head).

.4 Anchorage to Substrate: Tie wire, nails, screws, and other metal supports, of type and size to suit application; to rigidly secure materials in place.

.5 Adhesive: CAN/CGSB-71.25

.6 Wall-to-Ceiling Grid Fastening Clips: MK WSC-18: Mfr Revoe Manufacturing Ltd.; Calgary AB

2.3 GYPSUM BOARD MATERIALS

.1 Gypsum Board: ASTM C1396/C1396M, paper-faced, regular core, 15.9 mm (5/8 inch thick) and Type X or C, 48 inches wide, maximum available length in place; tapered or SW edges, ends square cut.

2.4 ACCESSORIES

.1 Acoustic Insulation: CAN/ULC-S702-97; preformed mineral wool, friction fit type, un-faced, 3 inch thick. Representative Product: Roxul Safe’N’Sound; Mfr: Roxul Inc.

.2 Acoustic Sealant: CAN/CGSB 19.21 M87; Non-hardening, non-skinning, for use in conjunction with gypsum board; ‘Acoustical Sealant’ manufactured by Tremco Inc.

.3 Corner Beads: ASTM C1047; Paper flange corner bead.

.4 Edge Trim: ASTM C1047; Types: U-casing bead; L-trim; LK-trim; Shadow Mould

.5 Joint Materials: ASTM C475.

.1 Reinforcing tape, adhesive, and water.

.2 Joint compound: Asbestos-free; manufactured by CGC Inc..

.6 Gypsum Board Fasteners: ASTM C1002, Type S12.


Part 3 Execution

3.1 EXAMINATION

.1 Verify that site conditions are ready to receive work and opening dimensions are as indicated on shop drawings.

3.2 METAL STUD INSTALLATION

.1 Install studs in accordance with ASTM C754 and manufacturer's written instructions.

.2 Metal Stud Spacing: 16 inches on centre.

.3 Extend stud framing to bottom of transom assembly and to ceiling only where shown on Drawings; extend to ceiling grid where shown. Attach ceiling runner or top channel securely to acoustic ceiling track using specified wall-to-celing clip, in accordance with details.

.4 Door Opening Framing: Install double stud and wood rough bucks at door frame and sidelight jambs.

.5 Blocking: Fasten wood blocking to studs using screws. Minimum 20ga galvanised sheet may be used in lieu of plywood backing at hardware and millwork support locations. Install blocking for support of reception counter, open grid ceiling assembly above reception counter, door and sidelight openings, hardware, and door operators, wall intersections.

3.3 ACOUSTIC ACCESSORIES INSTALLATION

.1 Place acoustic insulation in partitions tight within spaces, around cut openings, behind and around electrical and mechanical items within or behind partitions, and tight to items passing through partitions.

.2 Install acoustic sealant at gypsum board perimeter at:

.1 Metal Framing: Two (2) beads.

.2 Face Layer.

.3 Caulk all penetrations of partitions by conduit, pipe, duct work, rough-in boxes,.

3.4 GYPSUM BOARD INSTALLATION

.1 Install gypsum board in accordance with ASTM C840. Erect single layer standard Type X gypsum board in horizontal, with ends and edges occurring over firm bearing.

.2 Use screws when fastening gypsum board to metal furring or framing.

.3 Place corner beads at external corners Use longest practical length. Place edge trim where gypsum board abuts dissimilar materials.

.4 Install shadow trim to each side of wall at top of gypsum board and bottom frame of top of wall transom as shown on drawings.

3.5 JOINT TREATMENT

.1 Tape, fill, and sand exposed joints, edges, and corners to produce smooth surface ready to receive finishes.

.2 Feather coats on to adjoining surfaces so that camber is maximum 1/32 inch.

3.6 TOLERANCES



.2 Maximum Variation of Finished Gypsum Board Surface from True Flatness: 1/8 inch in 10 feet in any direction.

3.7 SCHEDULES

.1 Level 3 Finish: Walls exposed to view.

END OF SECTION

Lakehead University –ELP Prettie Residence Renovation PR14-034 Section 09 30 00 Thunder Bay Campus CERAMIC TILE April 2015 Page 1

Part 1 General


.1 Ceramic tiling.

.2 Tile accessories.

.3 Mortar and Grout.


.1 Section 04 04 25 - Masonry Units: Masonry wall substrate surface.

.2 Section 09 21 16 - Gypsum Board Assemblies: Gypsum board wall substrate.

1.3 REFERENCES

.1 ANSI A108/A118/A136.1-2013 - Specifications for the Installation of Ceramic Tile - Version 2013.1..

.1 ANSI A108 Series - Installation Standards.

.2 ANSI A136.1 - Specifications for Organic Adhesives for Installation of Ceramic Tile..

.2 ANSI A137.1-2013.1 - American National Standard for Ceramic Tile.

.3 ISO 13006-2012 - Ceramic Tiles, Definitions, Classifications, Characteristics and Marking.

.4 TCNA Handbook for Ceramic, Glass, and Stone Tile Installation (Version 2013.1).

.5 TTMAC - Specification Guide 09 30 00, Tile Installation Manual 2012-2014.


.1 Ceramic tile installed on gypsum wallboard and unit masonry substrates.


.1 Surface Flatness Tolerances:

.1 Standard Format Tile 100 x 100 mm (4 x 4 inches) to 400 x 400 mm (16 x 16 inches): Wall face flatness measured equivalent to 3 mm><<1/8 inch with maximum 2 gaps under a 3 m (10 ft) straightedge measurement.


.1 Coordination:




.2 Product Data: Submit manufacturer's product data for each type of product specified.

.3 Shop Drawings: Indicate transitions and intersections with dissimilar materials, tile layout, and edging details if any.

.4 Samples for Verification: Submit the following samples for final verification, including full range of colour and texture variations expected.


.1 Tiles: Submit two (2) pieces of each tile specified.

.2 Trims: Submit full size units of each type of trim and accessory in each colour required for installation; minimum 150 mm (6 inch) lengths.


.1 Section 01 78 40: Maintenance and extra material requirements.

.2 Extra Stock Materials: Provide one carton of each size, colour, and surface finish of tile specified.

.1 Store in original containers, clearly marked to identify the following: .1 Manufacturer,and distributor’s name. .2 Material series name and stocking number. .3 Material description, including colour and pattern.


.1 Conform to TTMAC Manual and manufacturer’s printed instructions.


.3 Installer Qualifications: Company specialising in performing the work of this section with minimum three (3) years documented experience and having completed tile installations similar in material, design and extent to this Project.


.1 Deliver and store packaged materials in original containers with seals unbroken and labels intact.

.2 Store materials to prevent damage or contamination to materials by water, freezing, foreign matter, and other causes.



.1 Apply tile after completion of Work by other sections, to dry, clean, firm, level and plumb surfaces, free from oil or wax or any other material detrimental to tile adhesion.

.2 Maintain tile materials and substrate temperature between manufacturer's recommended minimum and maximum temperature range.

.3 Maintain temperature range for minimum forty-eight (48) hours before and during installation and until materials are fully set and cured to manufacturer’s recommendations.

.4 Maintain adequate ventilation where Work generates toxic gases or where there is a risk of raising relative humidity to levels detrimental to building finishes and assemblies.

Part 2 Products

2.1 MANUFACTURERS

.1 Ceramic Tile:


.1 Manufacturer: Olympia Tile;

.2 Product: ‘Colour & Dimension”; Colour: Bone: Finish: Matte; Tile Dimensions: 10cm x 40.5cm (4 inches x 16 inches)


.2 Adhesive and Grout:

.1 Mapei Corp; Product: Type 1 Premium Tile Adhesive

.2 Mapei Corp; Product: Flexcolor Acrylic Colour-Coated Quartz;


2.2 CERAMIC TILE MATERIALS

2.3 TRIMS AND EDGING

.1 Straight Edge: Satin stainless steel edge strips, shape; height as required to suit tile installation; with integral perforated anchoring leg.

.1 Manufacturer: Schluter Systems

2.4 ADHESIVE AND GROUT MATERIALS

.1 Tile Grout:

.1 Polymer Modified Grout: factory blended stain resistant polymer modified portland cement, formulated for joints greater than 3mm (/8 inch) wde. .1 Colour: As selected from manufacturer’s standard range. .2 Product: Flexcolor Acrylic Colour-Coated Quartz”, manufactured by

Mapei Corp.

2.5 ADHESIVE MATERIALS

.1 Organic Adhesive: ANSI A136.1, CGSB 71-GP-22M, Type 1, 1, thin set bond type, non-flammable, water resistant, latex adhesives.

.1 Product: “Type 1 Premium Tile Adhesive”, manufactured by Mapei Corp

2.6 ACCESSORIES .1 Product: “Jolly” edge protector, Stainless Steel; Manufactured by Schluter

Systems.

2.7 CEMENTITIOUS MIXES

.1 Grout: Mix to manufacturers' written instructions.

Part 3 Execution

3.1 EXAMINATION


.2 Examine surfaces and verify that surfaces are ready to receive tile installation.

.1 Substrates are dry; clean; free from oil, waxy films, and curing compounds and are ready for application of levelling or adhesive setting materials.


3.2 .1 Verify tile subject to colour variations has been factory blended and packaged. If not

factory blended, blend tiles at site before installing.

3.3 PREPARATION

.1 Protect surrounding work from damage or disfiguration.

.2 Vacuum clean surfaces and damp clean.

3.4 INSTALLATION

.1 Install tile to TTMAC Manual.

.2 Do not interrupt tile pattern through openings.

.3 Extend tile work into recesses and under or behind equipment and fixtures to form a complete covering without interruptions:

.4 Cut and fit tile tight to penetrations through tile. Form corners neatly. Align wall joints.

.5 Place tile joints uniform in width, subject to variance in tolerance allowed in tile size. Make joints watertight, without voids, cracks, excess mortar or grout.

.6 Adjust tile layout to minimise tile cutting. Maintain minimum tile width of one-half unit size unless indicated otherwise on Drawings.

.7 Form internal angles square and external angles square.

.8 Sound tile after setting. Replace hollow sounding units.

.9 Apply sealant to joints.

.10 Allow tile to set for a minimum of forty-eight (48) hours prior to grouting.

.11 Install grout to TTMAC Manual ANSI A108 series standards and manufacturer’s written instructions.

.12 Install prefabricated edge strips at exposed edge of wall tile..

3.5 INSTALLATION - ACCESSORIES

.1 Movement Joints: Install edge trim where required in accordance with manufacturer’s printed instructions.


.1 Inspect the following:

.1 Tiles are set flush and level with adjacent tiles.

.2 Identify broken, cracked, damaged or hollow sounding tiles.

.3 Accessories are correctly installed.

.4 Grout and sealant are correctly installed.

.5 Installation is complete to TTMAC standards.

3.7 CLEANING

.1 Clean tile and grout surfaces with manufacturer's recommended cleaning methods.




3.9 SCHEDULES

.1 Men’s Washroom Room 254 West Wall (at Urinals and Lavatories)

.2 Women’s Washroom Room 255 East Wall (at Lavatories); West Wall (opposite Toilet Stalls)

.3 Staff Washroom Room 231 East Wall (at Basin and Toilet

.4 Washroom Room 105 South Wall ( at plumbing fixtures)

.5 Washroom Room 106 South Wall (at plumbing fixtures)

.6 Barrier-free Washroom 107 South Wall (at plumbing fixtures)

.7 All Locations

.1 Tile Size: 4” x 16” Colour: ‘Bone”

.2 Adhesive and Grout: as noted in this Section

END OF SECTION

Lakehead University –ELP Prettie Residence Renovation PR14-034 Section 09 51 13 Thunder Bay Campus ACOUSTIC PANEL CEILINGS April Page 1

Part 1 General


.1 Suspended metal grid ceiling system and perimeter trim.

.2 Acoustic panels.

.3 Supplementary acoustic insulation over system units.

.4 Plywood Panels to support Ceiling-mounted Projectors


.1 Section 09 21 16: Gypsum Board Assemblies

.2 Division 23 - Heating, Ventilating, Air Conditioning: Air diffusion devices in ceiling system. (Notes on Mechanical Drawing)

.3 Division 26 Electrical - Light fixtures in ceiling system. (Notes on Electrical Drawing)

1.3 REFERENCES

.1 ASTM C635/C635M-07 - Manufacture, Performance, and Testing of Metal Suspension Systems for Acoustical Tile and Lay-in Panel Ceilings.

.2 ASTM C636/C636M-08 - Installation of Metal Ceiling Suspension Systems for Acoustical Tile and Lay-in Panels.

.3 ASTM C665-06 - Mineral-Fibre Blanket Thermal Insulation for Light Frame Construction and Manufactured Housing.

.4 ASTM E1264-08 - Classification of Acoustical Ceiling Products.

.5 CAN/CGSB-92.1-M89 - Sound Absorptive Prefabricated Acoustical Units.

.6 CAN/ULC-S702-97 - Thermal Insulation Mineral Fibre for Buildings.Some provinces require adherence to local wall and ceiling association specification manuals; edit the following paragraph accordingly.

.7 CISCA – Ceiling Systems Handbook.


.1 Suspension System: Retain existing acoustic ceiling grid assembly and re-use. Rigidly secure acoustic ceiling system including integral mechanical and electrical components with maximum deflection of 1:360.

1.5 ADMINISTRATIVE REQUIREMENTS .1 Install acoustic units after interior wet work is dry.



.2 Product Data: Provide data on acoustic units.

.3 Samples: Submit two (2) full size samples illustrating material and finish of acoustic units.


.1 Extra Stock Materials: .1 Provide 40 sq ft of extra panels to Owner.



.1 Conform to CISCA requirements.

Part 2 Products

2.1 MATERIALS

2.2 MANUFACTURERS - ACOUSTIC UNIT MATERIALS

.1 Armstrong World Industries Canada Ltd Product: School Zone-Fine Fissured

.2 CertainTeed Corporation Product: Cashmere

.3 CGC Inc. Product: Mars Clima-Plus

2.3 MATERIALS

.1 Acoustic Panels: CAN/CGSB-92.1, conforming to the following:

.1 Size: 24 x 48 inches.

.2 Thickness: 3/4 inches minimum.

.3 Composition: Mineral Fibre

.4 Light Reflectance: 80 percent minimum

.5 NRC Range: 0.70 to .75.

.6 Fire Hazard Classification: Class A.

.7 Edge: Square.

.8 Surface Colour: White. Surface Finish: Non-directional fissured.

2.4 ACCESSORIES

.1 Acoustic Batt Insulation: CAN/ULC-S702 friction fit type, mineral wool, un-faced; 6 inches thick, size cut to fit acoustic system. Material: Roxul Safe’N’Sound; Mfr: Roxul

.2 Touch-up Paint: Type and colour to match acoustic and grid units.

2.5 PLYWOOD

.1 Fir Plywood, Select, Sanded 3/4 inch thick; Painted: 1 Coat White Latex Primer; @ coats White Latex Enamel; Satin Finish. Colour to match acoustic tiles.

Part 3 Execution

3.1 EXAMINATION


.2 Verify that layout of hangers will not interfere with other work.

3.2 INSTALLATION - LAY-IN GRID SUSPENSION SYSTEM

.1 Install suspension system to manufacturer instructions, and as supplemented in this section.

.2 Retain suspension system where scheduled. Clean suspension system left in-place before installing new tiles.


.3 Provide hanger clips during steel deck erection. Provide additional hangers and

inserts as required.

.4 Where ducts or other equipment prevent the regular spacing of hangers, reinforce the nearest affected hangers and related carrying channels to span the extra distance.

.5 Do not support components on main runners or cross runners if weight causes total

dead load to exceed deflection capability. Support fixture loads by supplementary hangers located within 6 inches of each corner; or support components independently.

.6 Do not eccentrically load system, or produce rotation of runners.

3.3 INSTALLATION - ACOUSTIC UNITS

.1 Install acoustic units to manufacturer's instructions.

.2 Fit acoustic units in place, free from damaged edges or other defects detrimental to appearance and function.

.3 Fit border trim neatly against abutting surfaces.

.4 Install units after above ceiling work is complete.

.5 Install acoustic units level, in uniform plane, and free from twist, warp, and dents.

.6 Cutting Acoustic Units: .1 Cut to fit irregular grid and perimeter edge trim. .2 Cut square edges to field cut units.

.7 Where round obstructions occur, provide preformed closures to match perimeter molding.

.8 Lay acoustic insulation for a distance of 16 inches either side of acoustic partitions.

3.4 INSTALLATION –PLYWOOD PANELS

.1 Install 2ft x 4 ft x 3/4 inch plywood panel, painted white to match acoustic tiles, into acoustic grid in locations as-directed by Owner to support ceiling-mounted projector in Rooms 101, 102, and 104.

END OF SECTION

Lakehead University – ELP Prettie Residence Renovation PR14-034 Section 09 65 10 Thunder Bay Campus RESILIENT FLOORING April 2015 Page 1

Part 1 General


.1 Resilient Tile Flooring.

.2 Resilient Base.


.1 Section 09 21 16 - Gypsum Board Assemblies: Resilient Base Substrate

1.3 REFERENCES

.1 ASTM E84-13a - Standard Test Method for Surface Burning Characteristics of Building Materials.

.2 ASTM F1066-04(2010)e1 - Standard Specification for Vinyl Composition Floor Tile.

.3 ASTM F1861-08(2012)e1 - Standard Specification for Resilient Wall Base.

.4 CAN/ULC-S102.2-10 - Standard Method of Test for Surface Burning Characteristics of Flooring, Floor Coverings and Miscellaneous Materials and Assemblies.



.2 Product Data: Provide data on specified products, describing physical performance] characteristics; sizes, patterns and colours available.

.3 Shop Drawings: Indicate borders patterns.

.4 Samples:

.1 Submit [two (2)] samples, 150 mm x 150 mm (6 inch x 6 inch) in size illustrating colour and pattern for each floor material for each colour specified.

.2 Submit two (2) - 100 mm(4) inch long samples of base material for each colour specified.


.1 Operation and Maintenance Data: Include maintenance procedures, recommended maintenance materials, and suggested schedule for cleaning, stripping, and re-waxing.



.2 Extra Stock Materials: Provide 15 sq m ( 160 sq f t/ 4 cartons) of flooring; 30.5 m (100 lin ft / 1 roll) of rubber base.


.1 Installer Qualifications: Company specialising in performing the work of this Section with minimum three (3) years documented experience.


.1 Protect roll materials from damage by storing on end.

Lakehead University – ELP Prettie Residence Renovation PR14-034 Section 09 65 10 Thunder Bay Campus RESILIENT FLOORING April 2015 Page 2 1.9 SITE CONDITIONS


.1 Store materials for three (3) days prior to installation in area of installation to achieve temperature stability.

.2 Maintain ambient temperature required by adhesive manufacturer three (3) days prior to, during, and twenty-four (24) hours after installation of materials.

Part 2 Products

2.1 MANUFACTURERS - TILE FLOORING

.1 Acceptable manufacturers offering functionally and aesthetically equivalent products.

.1 Armstrong World Industries; Product: Excellon Imperial.

.2 Ambico; Product: Fortress Colour- Through.

.3 Mannington Commercial; Product: Essentials.

.4 Flextile; Product: Flex-Thru

.5 Tarkett; Product: Expressions

2.2 MATERIALS - TILE FLOORING

.1 Vinyl Composition Tile: [ASTM F1066].

.1 Size: 305 x 305mm (12 x 12 inches).

.2 Thickness: 3 mm (1/8 inch).

.3 Design: Field: Marblelised. Border/Feature : Marbelised or Plain

2.3 MATERIALS - BASE

.1 Manufacturers:

.1 Armstrong World Industries

.2 Mannington Commercial

.3 Johnsonite

.4 Tarkett

.2 Base: Commercial Grade; Type TS vulcanized rubber; top set coved; pre-moulded external corners:

.1 Height: 100 mm(4 inch).

.2 Thickness: 3 mm (1/8 inch) thick.

.3 Length: Roll.

.3 Base Accessories: Pre-moulded end stops and external corners of same material, size, and colour as base.

2.4 ACCESSORIES

.1 Subfloor Filler: White premix latex; type recommended by adhesive material manufacturer.

.2 Primers and Adhesives: Waterproof; types recommended by flooring manufacturer.

.3 Edge Transition Strips: Resilient material.


.4 Cant Strip: Resilient material

.5 Sealer and Wax: Types recommended by flooring manufacturer.

Part 3 Execution

3.1 EXAMINATION

.1 Verify concrete floors are dry to a maximum moisture content of 7%, and exhibit negative alkalinity, carbonization, or dusting.

.2 Verify floor and lower wall surfaces are free of substances that may impair adhesion of new adhesive and finish materials.

3.2 PREPARATION

.1 Remove sub-floor ridges and bumps. Fill minor or local low spots, cracks, joints, holes, and other defects with sub-floor filler to achieve smooth, flat, hard surface.

.2 Prohibit traffic until filler is cured.

.3 Vacuum clean substrate.

.4 Apply primer as-required

3.3 INSTALLATION - TILE FLOORING

.1 Install tile flooring to manufacturer's written instructions.

.2 Mix tile from container to ensure shade variations are consistent when tile is placed.

.3 Spread only enough adhesive to permit installation of materials before initial set.

.4 Set flooring in place. Press with heavy roller to attain full adhesion.

.5 Lay flooring with joints and seams parallel to building lines to produce symmetrical tile pattern.

.6 Install tile to rectangular checkerboard pattern. Allow minimum 1/2 full size tile width at room or area perimeter.

.7 Terminate flooring at centreline of door openings where adjacent floor finish is dissimilar.

.8 Install resilient edge strips at unprotected or exposed edges, and where flooring terminates.

.9 Scribe flooring to walls, columns, cabinets, floor outlets, and other appurtenances to produce tight joints.

.10 At movable partitions install flooring under partitions without interrupting floor pattern.

.11 Install feature strips feature strips] [edge strips where indicated. Fit joints tightly.

3.4 INSTALLATION - BASE

.1 Fit joints tight and vertical. Maintain minimum measurement of 450 mm (18 inches) between joints.

.2 Mitre internal corners. At external corners, Use pre-moulded units. At exposed ends, use pre-moulded units.

.3 Install base on solid backing. Bond tight to wall and floor surfaces.

.4 Scribe and fit to door frames and other interruptions.


3.5 CLEANING

.1 Remove access adhesive from floor, base, and wall surfaces without damage.

.2 Clean, seal, and wax floor and base surfaces in accordance with manufacturer's written instructions.


.1 Prohibit traffic on floor finish for forty-eight (48) hours after installation.

3.7 SCHEDULES

.1 Ground Level Academic Area

.1 Vinyl Composition Tile: All rooms, corridors, circulation areas.

Colour 1: Field Colour 2: Main Feature Colour 3: Secondary Feature

.1 Vinyl Composition Tile:

.1 Corridor and Stairwell Landings: ES2; EC3; EC2; EC1; ES1

Colour 1: Field Colour 2: Feature Colour 3: Feature

.2 Academic Rooms, Washrooms, Storage and Mechanical Rooms Administration Rooms, Offices

Colour 1: Field

.2 Lower Floor (Common Room)

.1 Vinyl Composition Tile:

.1 Through-Traffic Area : Room 001 Bottoms of Adjacent Stairwells: Rooms 002 and 003 Colour 1: Field Colour 2: Feature Colour 3: Feature

.3 Rubber Base: Colours: Maximum Two (2) Colours to be used across all areas of Work

END OF SECTION

Lakehead University – Prettie Residence Renovation Section 09 68 23 Thunder Bay Campus CARPET - GLUE DOWN April 2015 Page 1

Part 1 General


.1 Carpet, placed with glue-down method.

.2 Accessories.


.1 Section 09 65 10 - Resilient Flooring:

.1 Termination edging of adjacent floor finish.

.2 Rubber Base

1.3 REFERENCES

.1 CAN/ULC-S102.2-10 - Standard Method of Test for Surface Burning Characteristics of Flooring, Floor Coverings and Miscellaneous Materials and Assemblies.

.2 CRI Carpet Installation Standard - 2011



.2 Product Data: Provide data on specified products, describing physical and performance characteristics; sizes; patterns; colours available, method of installation.

.3 Shop Drawings: Indicate seaming plan; method of joining seams; direction of carpet.

.4 Samples:

.1 Submit two (2) samples 200 x 200 mm (8 x 8 inch) in size illustrating colour and pattern for each carpet material specified.


.1 Operation and Maintenance Data: Include maintenance procedures, recommended maintenance materials, and suggested schedule for cleaning.



.2 Extra Stock Materials: Provide (13.5 sq m (144 sq ft) of carpeting of each type, colour, and pattern specified.




1.8 SITE CONDITIONS


.1 Store materials for three (3) days prior to installation in area of installation to achieve temperature stability.

.2 Maintain minimum [<21 degrees C><<70 degrees F>>] ambient temperature [one (1) day] [three (3) days] prior to, during and twenty-four (24) hours after installation.

Part 2 Products

2.1 MANUFACTURERS

.1 Kraus ; Product: Dominator 3G.


2.2 MATERIALS - CARPET

2.3 ACCESSORIES

.1 Sub-Floor Filler: White premix latex; type recommended by adhesive material manufacturer.

.2 Adhesive: Recommended by carpet manufacturer; Releasable type.

.3 Edge Strips: Rigid Vinyl, colour [as selected].

.4 Base Cap: , Rigid Vinyl, colour as selected.

Part 3 Execution

3.1 EXAMINATION


.2 Verify that surfaces are smooth and flat with maximum variation of 6 mm in 3 m (1/4 inch in 10 ft) and are ready to receive work.

.3 Verify concrete floors are dry to a maximum moisture content of 7% (Seven percent); and exhibit negative alkalinity, carbonization, or dusting.

3.2 PREPARATION

.1 Remove sub-floor ridges and bumps. Fill minor or local low spots, cracks, joints, holes, and other defects with sub-floor filler.

.2 Apply, trowel, and float filler to achieve smooth, flat, hard surface. Prohibit traffic until filler is cured.

.3 Vacuum clean substrate.

3.3 INSTALLATION

.1 Install carpet and adhesive to manufacturer's written instructions.

.2 Verify carpet match before cutting to ensure minimal variation between dye lots.


.3 Double cut carpet, to allow intended seam and pattern match. Make cuts straight, true, and unfrayed. Edge seam carpet at public areas.

.4 Locate seams in area of least traffic.

.5 Join seams by hot adhesive tape method. Form seams straight, not overlapped or peaked, and free of gaps.

.6 Lay carpet tight and flat on subfloor, well fastened at edges, with a uniform appearance. Provide monolithic colour, pattern, and texture match within any one area.

.7 Do not change run of pile in any room where carpet is continuous through a wall opening into another room. Locate change of colour or pattern between rooms under door centerline.

.8 Cut and fit carpet around interruptions.

.9 Bind cut edges where not concealed by edge strips.

.10 Fit carpet tight to intersection with vertical surfaces without gaps.

.11 Where wall bases are scheduled, cut carpet tight to walls. Fit carpet tight to vertical interruptions, leaving no gaps.

.12 Install Flat Rubber Base to walls at carpeted areas.

3.4 CLEANING

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

.2 Clean and vacuum carpet surfaces.

3.5 SCHEDULES

.1 Lower Level Common Room (Room 001)

END OF SECTION

Lakehead University – ELP Prettie Residence Renovation PR14-034 Section 09 91 10 Thunder Bay Campus PAINTING April 2015 Page 1

Part 1 General


.1 Surface preparation.

.2 Painting.


.1 Division 23 - Heating, Ventilating, and Air-Conditioning (HVAC)] Section 23 05 53 - Mechanical Identification.

.2 Division 26 – Electrical Section 26 05 53 - Electrical Identification.

1.3 REFERENCES

.1 MPI (Master Painters Institute) – Architectural Painting Specifications Manual and Maintenance Repainting Manual.


.1 Scheduling:

.1 Schedule painting operations to prevent disruption of and by other trades.

.2 Schedule painting operations to prevent disruption of occupants in and about building.


.1 Product Data:

.1 Submit Product data on all specified finishing products.

.2 Samples:

.1 Submit two (2) samples, 200x 200 mm (8 inch x 8 inch) inch in size illustrating selected colours for each colour selected.


.1 Installation Data: Manufacturer's special installation requirements including special surface preparation procedures and substrate conditions requiring special attention.

.2 Record Documentation: Upon completion, provide itemised list of products used including the following:

.1 Manufacturer's name.

.2 Product name, type.

.3 Colour coding number.



.2 Extra Stock Materials: Provide properly packaged maintenance material as follows.

.1 (5L) (1 gal) of each coating type and colour to Owner.

.2 Label each container with colour, type, texture and room locations in addition to manufacturer's label.



.1 Installer Qualifications: Qualified journeypersons or apprentices, provided they work under direct supervision of qualified journeyperson in accordance with trade regulations Company specialising in performing the work of this section with minimum three (3) years documented experience.

.2 Conform to MPI Painting Manual requirements for materials, preparation and workmanship.

.3 Paint Products: Paint manufacturers and paint Products listed under the Approved Product List section of the MPI Painting Manual.

.4 Inspection and Testing:

.1 Notify General Contractor in writing of defects or problems, prior to commencing painting work, or after prime coat shows defects in substrate condition or preparation.


.1 Conform to applicable code for flame and smoke rating requirements for finishes, storage, mixing, application and disposal of paint and related waste materials.


.1 Deliver products to site in sealed and labelled containers showing manufacturer's name, type of paint, brand name, lot number, brand code, coverage, surface preparation, drying time, cleanup requirements, colour designation, and written instructions for mixing and reducing.

.2 Store paint materials at minimum ambient temperature of 7 degrees C and a maximum of 32 degrees C, in dry, ventilated area and as required by manufacturer's written instructions.

.3 Provide adequate fireproof storage lockers and warnings as required by authorities having jurisdiction for storing toxic and volatile/explosive/flammable materials.


.1 Hazardous Materials:

.1 It has been confirmed that existing paint on concrete blocks (CMU’s) and metal door frames contains lead. Employ all protective procedures in accordance with governing Regulations during preparation and painting of existing wood and metal doors, pressed steel frames, and concrete blocks.


.1 Do not perform painting or decorating Work when relative humidity is above 85% or when dew point is less than 3 degrees C variance between the air/surface temperature required by paint Product manufacturer.

.2 Do not perform painting and decorating Work when maximum moisture content of substrate exceeds: .1 Wood: 15%. .2 Plaster and Gypsum Wallboard: 12 %. .3 Masonry, Concrete, and Concrete Unit Masonry: 12%.


.3 Conduct moisture tests using a properly calibrated electronic Moisture Meter,

except test concrete floors for moisture using a simple cover patch test. .4 Test concrete, masonry and plaster surfaces for alkalinity as required. .5 Provide minimum lighting level of 323 lux (30 ft candles) is provided on surfaces

to be painted or decorated.

1.12 WASTE MANAGEMENT AND DISPOSAL

.1 Dispose of waste materials in accordance with Provincial authorities having jurisdiction.

.2 Where paint recycling is available, collect waste paint by type and provide for delivery to recycling or collection facility.

.3 Place non-reusable materials defined as hazardous or toxic waste, including used sealant and adhesive tubes and containers, in containers or areas designated for hazardous waste.

.4 Set aside and protect surplus and uncontaminated finish materials and deliver or arrange collection for verifiable re-use or re-manufacturing.

Part 2 Products

2.1 MATERIALS

.1 Ancillary materials such as linseed oil, shellac, thinners, solvents to be of highest quality product, and compatible with paint materials being used.

.2 Where indoor air quality (odour) is an issue, use only materials having a minimum E2 rating.

.3 All materials to be lead and mercury free with low VOC content.

.4 Provide all material for each system from a single manufacturer.

.5 Fire Hazard: Flame spread and smoke developed ratings in accordance with current Ontario Building Code.

.6 Patching Materials: Latex filler.

.7 Fastener Head Cover Materials: Latex filler.

2.2 MIXING AND TINTING

.1 Coatings: Ready-mixed and pre-tinted; re-mix all paint in containers prior to and during application to ensure break-up of lumps, complete dispersion of settled pigment, and colour and gloss uniformity.

.2 Paste, Powder or Catalyzed Paint: Mixed in accordance with manufacturer's written instructions.

.3 Accessory Materials: Linseed oil, shellac, turpentine, paint thinners and other materials not specifically indicated but required to achieve the finishes specified, of commercial quality.

.1 Do not exceed paint manufacturer's recommendations for addition of thinner. Do not use kerosene or any such organic solvents to thin water-based paints.

.2 Thin paint for spraying in accordance with paint manufacturer's instructions.


2.3 FINISH AND COLOUR

.1 Finish: To MPI Custom Grade finish requirements.

.2 Colours and Finishes: Refer to Finish Schedules on Drawings

.1 Interior Colours: Based on three (3) base colours and three (3) accent colours with a maximum of one (1) deep or bright colour. No more than eight (8) colours will be selected for entire project and no more than three (3) colours will be selected in each area.

2.4 GLOSS/SHEEN RATINGS

.1 Paint gloss is defined as the sheen rating of applied paint with the following values:

Gloss Level

Description Gloss @ 60 degrees Sheen @ 85 degrees

G1 Matte Finish (flat) 0 to 5 10 max. G2 Velvet-Like Finish 0 to 10 10 to 35 G3 Eggshell Finish 10 to 25 10 to 35 G4 Satin-Like Finish 20 to 35 35 min. G5 Traditional Semi-Gloss Finish 35 to 70 G6 Traditional Gloss 70 to 85 G7 High Gloss Finish More than 85

.2 Gloss level ratings of painted surfaces [as noted on Finish Schedule] [as specified].

2.5 MANUFACTURERS

.1 Paint & Sealer Manufacturers:

.1 Benjamin Moore

.2 Sica

.3 Pratt & Lambert

.4 Glidden

.5 Sherwin-Williams Behr Cloverdale.

.6 Substitutions: [Not permitted] [Refer to Section 01 62 00].

.2 Transparent Finishes:

.1 Benjamin Moore

.2 Minwax

.3 Sherwin Williams

.4 Cabot

.5 International Paints

2.6 INTERIOR PAINT SYSTEMS

.1 Wood – Previously Painted (Includes wood doors):

.1 One (1) coat of alkyd prime sealer.

.2 Two (2) coats alkyd enamel, eggshell finish.


.2 Wood – Transparent Refinish:

.1 Two (2) coat] of urethane or varnish; satin finish.

.3 Concrete, Concrete Block (Repaint):

.1 One (1) coat of primer sealer latex.

.2 Two (2) coats of latex semi-gloss finish.

.4 Concrete Ceilings

.1 One coat latex primer sealer

.2 Two Coats Latex flat white

.5 Steel – Previously Painted (Metal Door Frames and Miscellaneous Items)

.1 1 coat of alkyd primer.

.2 Two (2) coats of alkyd enamel, satin finish.

.6 Gypsum Board:

.1 One (1) coat of latex primer sealer.

.2 Two (2) coats] of latex enamel, eggshell finish.

Part 3 Execution

3.1 EXAMINATION


.2 Verify that surfaces are ready to receive work as instructed by the product manufacturer.

.3 Examine surfaces scheduled to be finished prior to commencement of work. Report any condition that may potentially affect proper application.

.4 Test shop applied primer for compatibility with subsequent cover materials.

.1 Apply paint finish in areas where dust is no longer being generated by related construction operations or when wind or ventilation conditions are such that airborne particles will not affect quality of finished surface.

.2 Apply paint to adequately prepared surfaces and to surfaces within moisture limits.

.3 Apply paint when previous coat of paint is dry or adequately cured.

3.2 PREPARATION

.1 Prepare surfaces in accordance with MPI requirements.

.2 Remove and store miscellaneous hardware and surface fittings such as electrical plates, hardware, light fixture trim, escutcheons, and fittings prior to painting. Clean and replace upon completion of painting Work in each area. Remove doors before painting to paint bottom and top edges and re-hang.

.3 Protect adjacent surfaces and areas, including rating and instruction labels on doors, frames, equipment, piping, from painting operations with drop cloths, shields, masking, templates, or other suitable protective means.


.4 Prepare Existing Wood Doors , and Metal Frames scheduled to be refinished/repainted by sanding using 120 grit paper/cloth to produce a smooth substrate. Follow regulations and employ all mandated procedures related to protect workers from result of disturbance of paint containing lead in doing this work

.5 Seal existing painted CMU walls, the paint for which, had been determined to contain lead. .Apply two coats of latex semi-gloss enamel to these surfaces.

3.3 .1 Correct defects and clean surfaces which affect work of this section. Start of finish

painting of defective surfaces indicates acceptance of substrate and making good defects will be at no cost to Owner.

.2 Confirm preparation and primer used with fabricator of steel items.

.3 Seal with shellac and seal marks which may bleed through surface finishes.

.4 Impervious Surfaces: Remove mildew by scrubbing with solution of tri-sodium phosphate and bleach. Rinse with clean water and allow surface to dry.

.5 Gypsum Board Surfaces: Fill minor defects with filler compound. Spot prime defects after repair.

.6 Concrete and Unit Masonry Surfaces Scheduled to Receive Paint Finish: Remove dirt, loose mortar, scale, salt or alkali powder, and other foreign matter. Remove oil and grease with a solution of tri-sodium phosphate; rinse well and allow to dry. Remove stains caused by weathering of corroding metals with a solution of sodium metasilicate after thoroughly wetting with water. Allow to dry.

.7 Shop Primed Steel Surfaces: Sand and scrape to remove loose primer and rust. Feather edges to make touch-up patches inconspicuous. Clean surfaces with solvent. Prime bare steel surfaces. [Prime metal items including shop primed items].

.8 Interior Wood Items Scheduled to Receive Paint Finish: Wipe off dust and grit prior to priming. Seal knots, pitch streaks, and sappy sections with sealer. Fill nail holes and cracks after primer has dried; sand between coats.

.9 Interior Wood Items Scheduled to Receive Transparent Finish: Wipe off dust and grit prior to sealing, seal knots, pitch streaks, and sappy sections with sealer. Fill nail holes and cracks after sealer has dried; sand lightly between coats.

.10 Exterior Wood Scheduled to Receive Transparent Finish: Remove dust, grit, and foreign matter; seal knots, pitch streaks, and sappy sections with sealer. Fill nail holes with tinted exterior calking compound after sealer has been applied.

.11 Wood and Metal Doors Scheduled for Painting: Seal top and bottom edges with primer.

3.4 APPLICATION

.1 Apply paint or stain in accordance with MPI Painting Manual [Custom] [Premium] Grade finish requirements.

.2 Apply products to adequately prepared surfaces, within moisture limits and acceptable environmental conditions.

.3 Apply paint finish in areas where dust is no longer being generated or when wind or ventilation conditions will not affect quality of finished surface.

.4 Apply each coat to uniform finish.

.5 Tint each coat of paint progressively lighter to enable confirmation of number of coats.


.6 Sand and dust between each coat to provide an anchor for next coat and to remove defects visible from a distance up to1 m (39 inch].

.7 Vacuum clean surfaces free of loose particles. Use tack cloth just prior to applying next coat.

.8 Allow applied coat to dry before next coat is applied.

.9 Where clear finishes are required, tint fillers to match wood. Work fillers into the grain before set. Wipe excess from surface.

.10 Continue paint finish behind wall-mounted items such as whiteboards.

.11 Prime concealed surfaces of interior woodwork scheduled to receive stain or varnish finish with gloss varnish reduced 25% with mineral spirits.


.1 Section 01 45 00: Field [inspection] [testing].

.2 Provide inspection by Paint Inspection Agency (inspector) acceptable to the specifying authority for [interior surfaces] [questionable coated areas] [all surfaces].

.3 Acceptable Surfaces:

.1 No visible defects are evident on vertical surfaces when viewed at normal viewing angles from a distance of not less than [<1000 mm><<39 inch>>].

.2 No visible defects are evident on horizontal surfaces when viewed at normal viewing angles from a distance of not less than [<1000 mm><<39 inch>>].

.3 No visible defects are evident on ceiling, soffit and other overhead surfaces when viewed at normal viewing angles.

.4 Uniformity of colour, sheen, texture, and hiding across full surface area.

3.6 CLEANING

.1 Section 01 74 00: Cleaning installed work.

.2 Collect waste material which may constitute a fire hazard, place in closed metal containers and remove daily from site.

3.7 SCHEDULE - END OF SECTION

Lakehead University – ELP Prettie Residence Renovation PR14-034 Section 10 11 00 Thunder Bay Campus VISUAL DISPLAY SURFACES April 2015 Page 1

Part 1 General


.1 Marker boards.

.2 Accessories.


.1 Section 09 21 16 - Gypsum Board Assemblies: Preparation of substrate and adjacent work to receive work of this section.

.2 Section 06 10 13 - Wood Blocking and Curbing: Wood grounds.

1.3 REFERENCES

.1 ANSI A135.4 - Basic Hardboard Standard, Edition 12.

.2 ASTM A424/A424M-09a - Standard Specification for Steel, Sheet, for Porcelain Enameling.]



.2 Coordination:


.2 Coordinate the Work with installation of wall outlets and switches that are within the wall space for Work of this section.



.2 Product Data: Provide data on marker boards, mounting assemblies, trim and accessories.

.3 Shop Drawings: Indicate wall elevations, dimensions, joint locations, special anchor details.


.1 Operation and Maintenance Data: Include data on stain removal and regular maintenance cleaning.


.1 Protect pre-finished surfaces with wrapping and strippable coating.

1.8 WARRANTY

.1 Provide a five (5) year warranty to include coverage for failure to meet specified requirements.

.2 Warranty: Include coverage of [marker board surfaces from discolouration due to cleaning, crazing or cracking, and/or staining.


Part 2 Products

2.1 MANUFACTURERS AND PRODUCTS

.1 Mfr: Epson Canada Ltd; Product: Whiteboard 96 inch; Model V12H468001

.2 Mfr: Epson Canada Ltd; Product: Wall Mount 96 inch; Model V12H457010

.3 Mfr: Uline Product: Melamine Whiteboard 6ft x 4ft; Catalogue H-1840


Part 3 Products

3.1 EXAMINATION


.2 Verify dimensions, tolerances, and method of attachment with other work.

.3 Verify that internal wall blocking is ready to receive work and positioning dimensions are as indicated on Shop Drawings instructed by the manufacturer].

3.2 INSTALLATION

.1 Install marker boards to manufacturer's written instructions.

.2 Install 96 inch (Model V12H468001) whiteboard on wall as shown on Drawings.

.3 Confirm location and mounting height for melamine whiteboard with Owner. Install as-directed. (Typical at each Academic Room)

.4 Establish bottom of perimeter frame above finished floor as shown on Documents. Verify with Owner before installing.

.5 Install mounting frame level and plum in accordance with manufacturer’s printed instructions.

.6 Secure units level and plumb.

.7 Install whiteboard to frame assembly as per printed instructions.

3.3 CLEANING

.1 Section 01 74 00: Cleaning installed work.

.2 Remove protective material from surfaces.

.3 Clean chalk board surfaces in accordance with manufacturer's written instructions, then cover chalk board surfaces with protective cover, taped to frame.

.4 Remove temporary protective cover at date of Substantial Completion.



.2 Protect finished Work from damage.


3.5 SCHEDULE

.1 Install 1 only 96 inch whiteboard and wall-mount assembly; Model V12H468001 and Model V12h457010 in each Academic Room

.2 Install 1 only 4 ft x 6 ft melamine whiteboard; Model H-1840 in each Academic Room.

END OF SECTION

Lakehead University – ELP Prettie Residence Renovation PR14-034 Section 10 21 14 Thunder Bay Campus METAL TOILET COMPARTMENTS April 2015 Page 1

Part 1 General


.1 Metal toilet compartments, floor mounted, head rail braced, wall hung.

.2 Urinal screens; wall mounted

.3 Vision Screen: floor to ceiling brace.


.1 Section [06 10 13 - Wood Blocking and Curbing]: [Framing and plates within walls] [Framing above ceiling] for partition panel support.

.2 Section 10 28 14 - Toilet and Bath Accessories.

1.3 REFERENCES

.1 STM A167-99(2009) - Standard Specification for Stainless and Heat-Resisting Chromium-Nickel Steel Plate, Sheet, and Strip.

.2 STM A653/A653M-13 - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process]



.2 Coordination:

.1 Coordinate with other Work having a direct bearing on work of this section.

.2 Coordinate the Work with placement of support framing and anchors in wall and ceiling.


.1 Product Data: Provide data on panel construction, hardware, and accessories.

.2 Shop Drawings: Indicate partition plan, elevation views, dimensions, details of wall, [floor] [ceiling] supports, door swings.

.3 Samples: Submit two (2) samples of partition panels,100 mm (4)] inch in size illustrating panel finish, colour, and sheen.



.2 Installation Data: Manufacturer's special installation requirements, including perimeter conditions requiring special attention.

Part 2 Products

2.1 MANUFACTURERS


.1 Shanahan’s

.2 All Partitions


.3 Hadrian

.4 ASI Global

2.2 MATERIALS

.1 Steel Sheet: ASTM A424/A424M, Type I, commercial quality ASTM A653/A653M, with Z275 (G90) zinc coating].

2.3 ACCESSORIES

.1 Pilaster Shoe: Formed ASTM A167, Type 304 stainless steel, 75 mm (3 inches) high, with adjustable screw jack.

.2 Head Rails: Hollow steel] tube, 25 x 41 mm (1 x 1-5/8 inch) size, with cast socket wall brackets.

.3 Attachments, Screws, and Bolts: Stainless steel; tamper proof type heavy duty extruded aluminum brackets.

.4 Hardware: [Chrome plated non-ferrous cast metal] [Stainless steel].

.1 Pivot hinges, gravity type, adjustable for door close positioning.

.2 Nylon bearings.

.3 Thumb turn door latch [with exterior emergency access feature].

.4 Door strike and keeper with rubber bumper.

.5 Coat hook with rubber bumper.

.6 Door pull for out-swinging doors.

2.4 FABRICATION

.1 Fabricate components of steel sheet as follows:

.1 Panel and Door Faces: 0.9 mm (20 gauge)

.2 Pilaster Faces: 1.2 mm (18 gauge)

.3 Reinforcement: 2.5 mm (12 gauge).

.2 Doors and Panels:

.1 Thickness:25 mm (1 inch).

.2 Door Width: 600 mm (24 inch)

.3 Height: Nominal 1 800 mm><<(72 inches).

.3 Pilasters: 32 mm (1-1/4 inch) thick, of sizes required to suit cubicle width and spacing.

.4 Door, Panel, and Pilaster Construction: Sheet steel face, pressure bonded to sound deadening core, form and close edges, mitre and weld corners, grind smooth.

.5 Internal Reinforcement: Provide in areas of attached hardware and fittings. Mark locations of reinforcement for partition mounted washroom accessories.

2.5 FINISHES

.1 Clean, degrease, and neutralize panels.

.2 Follow immediately with a phosphatising treatment, prime coat and two finish coats baked enamel.

.3 Single Colour: Colour as selected.

.4 Two Colours:


.1 Doors: Colour as selected.

.2 Panels Pilasters: Colour as selected.

.5 Stainless Steel Surfaces: No. 4 finish.

.6 Exposed Steel Surfaces: Chrome plated, Polished finish, Chrome plated, Satin finish.

.7 Aluminum: Anodized, clear colour [as selected.

.8 Non-ferrous Surfaces: Polished Satin] chrome plated.

Part 3 Execution

3.1 EXAMINATION


.2 Verify that field measurements are as [indicated] [indicated on Shop Drawings] [instructed by the manufacturer].

.3 Verify correct spacing of and between plumbing fixtures.

.4 Verify correct location of built-in framing, anchorage, and bracing.

3.2 INSTALLATION

.1 Install partitions to manufacturer's written instructions.

.2 Install partitions secure, rigid, plumb, and level.

.3 Maintain 10 to 13 mm (3/8 to 1/2 inch) space between wall and panels and between wall and end pilasters.

.4 Attached panel brackets securely to walls using anchor devices.

.5 Attach panels and pilasters to brackets with tamper proof through bolts and nuts. Locate head rail joints at pilaster centre lines.

.6 Install 760 mm (30 inch) wide x 1067 mm (42 inch)] high stainless steel protective splash panels on partitions adjacent to urinals. Fasten with stainless steel screws spaced 200 mm (8 inches) on centre.

.7 Anchor urinal screen panels to walls with [two (2)] panel brackets and vertical upright consisting of pilaster tubular head rail stock and sockets anchored to floor and ceiling.

.8 Provide adjustment for floor variations with screw jack through steel saddles integral with pilaster. Conceal floor fastenings with pilaster shoes.

.9 Support pilasters from built-in framing using two (2 )adjustable hanging studs providing vertical levelling. Conceal ceiling fastenings with pilaster shoe.

.10 Equip each door with two (2) hinges, one (1) door latch, [one (1) coat hook and bumper coat hooks and bumper], [out-swinging door with pull.

.11 Install door strike and keeper with door bumper on each pilaster in alignment with door latch.

.12 Field touch-up of scratches or damaged enamel finish will not be permitted.

.13 Replace damaged or scratched materials with new materials.




.2 Maximum Variation From True Position: 6 mm (1/4 inch).

.3 Maximum Variation From Plumb: 3 mm (1/8 inch).

3.4 ADJUSTING

.1 Adjust and align hardware to uniform clearance at vertical edge of doors, not exceeding 5 mm (3/16 inch).

.2 Adjust hinges to position doors in partial opening>[full closed] position when unlatched. [Return out swinging doors to closed position].

.3 Adjust adjacent components for consistency of line or plane.

3.5 SCHEDULES

.1 Staff Washroom: One toilet stall of ceiling mounted type; single colour beige.

END OF SECTION

Lakehead University –ELP Prettie Residence Renovation Section 10 28 14 Thunder Bay Campus TOILET AND BATH ACCESSORIES Apri 2015 Page 1

Part 1 General


.1 Toilet, washroom accessories.

.2 Grab bars.

.3 Attachment hardware.


.1 Section 09 30 11 - Ceramic Wall Tiling: Ceramic accessories.

.2 Section 10 21 14 - Metal Toilet Compartments.

1.3 REFERENCES

.1 ASTM A123/A123M-13 - Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products.

ASTM A269-13 - Standard Specification for Seamless and Welded Austenitic Stainless Steel Tubing for General Service.

.2 ASTM A1008/A1008M-13 - Standard Specification for Steel, Sheet, Cold-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, Solution Hardened, and Bake Hardenable.

.3 ASTM B456-11e1 - Standard Specification for Electrodeposited Coatings of Copper Plus Nickel Plus Chromium and Nickel Plus Chromium.

.4 CSA-B651-12 - Accessible Design for the Built Environment.



.2 Coordination:

.1 Coordinate with other work having a direct bearing on work of this Section.

.2 Coordinate the work with the placement of internal wall reinforcement to receive anchor attachments.


.1 Product Data: Provide data on accessories describing size, finish, details of function, attachment methods.

Part 2 Products

2.1 MANUFACTURERS


.1 Bobrick

.2 Bradley

.3 Frost


.4 Twin Cee

.5 Watrous

.6 Shanahans

2.2 MATERIALS

.1 Sheet Steel: ASTM A1008/A1008M.

.2 Stainless Steel Sheet: ASTM A167, Type 304.

.3 Tubing: TM A269, stainless steel.

.4 Adhesive: Two-component epoxy type, Contact type, waterproof.

.5 Fasteners, Screws, and Bolts: Hot dip galvanized, tamper-proof security type.

.6 Expansion Shields: Fibre, or rubber as recommended by accessory manufacturer for component and substrate.

2.3 FABRICATION

.1 Weld and grind joints of fabricated components, smooth.

.2 Form exposed surfaces from single sheet of stock, free of joints. Form surfaces flat without distortion. Maintain surfaces without scratches or dents.

.3 Fabricate grab bars of tubing, free of visible joints, return to wall with end attachment flanges. Form bar with 38.5 mm (1.5 inches)] clear of wall surface. Knurl grip surfaces.

.4 Shop assemble components and package complete with anchors and fittings.

.5 Provide steel anchor plates, adapters, and anchor components for installation.

2.4 KEYING

.1 Supply 3 keys for each accessory to Owner.

.2 Key all accessories.

2.5 FINISHES

.1 Galvanizing: Hot-dip galvanized to appropriate grade for type and size of steel material indicated. Galvanise ferrous metal and fastening devices.

.2 Shop Primed Ferrous Metals: Pre-treat and clean, spray apply one coat primer and bake.

.3 Enamel: Pre-treat to clean condition, apply one (1) coat primer and minimum two (2) coats [epoxy] [electrostatic] baked enamel.

.4 Chrome/Nickel Plating: ASTM B456, Type SC 2, satin finish.

.5 Stainless Steel: No. 4 Satin finish.

.6 Back paint components where contact is made with building finishes to prevent electrolysis.

Part 3 Execution

3.1 EXAMINATION

.1 Section 01 70 00: Verify existing conditions before starting work


.

.2 Verify that field measurements are as indicated on product data.

.3 Verify that site conditions are ready to receive work and dimensions are as indicated on Shop Drawings.

.4 Verify exact location of accessories for installation.

3.2 PREPARATION

.1 Deliver inserts and rough-in frames to site for timely installation.

.2 Provide templates and rough-in measurements as required.

3.3 INSTALLATION

.1 Install accessories to manufacturer's written instructions.

.2 Install plumb and level, securely and rigidly anchored to substrate.

3.4 SCHEDULES

.1 Toilet Tissue Dispenser: Supplied by Owner for Installation.

.2 Paper Towel Dispenser: Supplied by Owner for Installation

.3 Soap Dispenser: Supplied By Owner for Installation

.4 Feminine Napkin Dispenser: Hinged front panel, 15 napkin minimum capacity, 10 cent operation, key and lock.

.1 Manufacturer/Model: .1 Kotex 606-1. .2 Bobrick B282-25.

.5 Waste receptacle: Radiussed wall receptacle, 0.6 mm><<24 gauge>>] stainless steel.

.1 Manufacturer/Model:

.2 Bobrick B277

.6 Napkin Disposal: Floor unit, foot pedal activated hinged lid, self-closing lid, embossed with "Napkin Disposal", removable stainless steel receptacle, spring clip for deodorizer block.

.1 Manufacturer/Model: .1 General Steel Wares 7041. .2 Watrous W6471.

.7 Mirrors: 600 x 900 mm (2 x 3 ft) size, stainless steel frame.

.1 Manufacturer/Model: .1 Bobrick B-165.

.8 Grab Bars: 38.5 mm diameter 18 gauge 304 stainless steel tubing; 90 degree angle bar; 600 x 400 (24” x 16”); 75 mm (3 inch) diameter flanges 12 mm (1/2 inch) deep 3.1 mm (11 gauge), 2.4 mm (13 gauge) concealed mounting plate, 4 stainless steel vandal resistant screws.

.1 Manufacturer/Model: .1 Bobrick B-5693.

END OF SECTION