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Department of National Defence GYPSUM BOARD Section 09 21 16
WBS 00000662 Page 1 of 8
New Health Care Facility, CFB Kingston December 01, 2009: Issued for Tender
Unclass – Property of the Government of Canada – For Official Use Only
Part 1 General
1.1 Related Sections
.1 Section 01 33 00 - Submittal Procedures.
.2 Section 01 74 21 - Construction/Demolition Waste Management And Disposal.
.3 Section 09 22 16 – Non-Structural Metal Framing.
.4 Section 09 91 23 – Interior Painting.
1.2 References
.1 American Society for Testing and Materials International, (ASTM)
.1 ASTM C1396/C1396M-06a, Specification for Gypsum Wallboard.
.2 ASTM C79/C79M-04, Standard Specification for Treated Core and Non-treated
Core Gypsum Sheathing Board.
.3 ASTM C442/C442M-04, Specification for Gypsum Backing Board, Gypsum
Coreboard, and Gypsum Shaftliner Board.
.4 ASTM C475-02(R2007), Specification for Joint Compound and Joint Tape for
Finishing Gypsum Board.
.5 ASTM C840-08, Specification for Application and Finishing of Gypsum Board.
.6 ASTM C954-07, Specification for Steel Drill Screws for the Application of
Gypsum Panel Products or Metal Plaster Bases to Steel Studs From 0.033 in.
(0.84 mm) to 0.112 in. (2.84 mm) in Thickness.
.7 ASTM C1002-07, Specification for Steel Self-Piercing Tapping Screws for the
Application of Gypsum Panel Products or Metal Plaster Bases to Wood Studs or
Steel Studs.
.8 ASTM C1047-09, Specification for Accessories for Gypsum Wallboard and
Gypsum Veneer Base.
.9 ASTM C1177-08, Specification for Glass Mat Gypsum Substrate for Use as
Sheathing.
.10 ASTM C1280-09, Specification for Application of Gypsum Sheathing Board.
.11 ASTM C1396M-06a, Standard Specification for Gypsum Board
.12 ASTM D5420-04 Standard Test Method for Impact Resistance of Flat, Rigid
Plastic Specimen by Means of a Striker Impacted by a Falling Weight (Gardner
Impact)
.2 Association of the Wall and Ceilings Industries International (AWEI)
.3 Canadian General Standards Board (CGSB)
.1 CAN/CGSB-51.34-M86(R1988), Vapour Barrier, Polyethylene Sheet for Use in
Building Construction.
.4 Underwriters' Laboratories of Canada (ULC)
.1 CAN/ULC-S102-1988(R2000), Surface Burning Characteristics of Building
Materials and Assemblies.
Department of National Defence GYPSUM BOARD Section 09 21 16
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1.3 Delivery, Storage and Handling
.1 Deliver materials in original packages, containers or bundles bearing manufacturers
brand name and identification.
.2 Store materials inside, level, under cover. Keep dry. Protect from weather, other elements
and damage from construction operations and other causes.
.3 Handle gypsum boards to prevent damage to edges, ends or surfaces. Protect metal
accessories and trim from being bent or damaged.
1.4 Site Environmental Requirements
.1 Maintain temperature minimum 10 degrees C, maximum 21 degrees C for 48 hours prior
to and during application of gypsum boards and joint treatment, and for at least 48 hours
after completion of joint treatment.
.2 Apply board and joint treatment to dry, frost free surfaces.
.3 Ventilation: Ventilate building spaces as required to remove excess moisture that would
prevent drying of joint treatment material immediately after its application.
1.5 Samples
.1 Submit samples in accordance with Section 01 33 00 - Submittal Procedures.
.2 Submit duplicate 300 x 300 mm size samples of corner and casing beads shadow mould
and insulating strip.
1.6 Waste Management And Disposal
.1 Separate and recycle waste materials in accordance with Section 01 74 21 -
Construction/Demolition Waste Management And Disposal.
.2 Remove from site and dispose of packaging materials at appropriate recycling facilities.
.3 Collect and separate for disposal paper, plastic, polystyrene, corrugated cardboard
packaging material in appropriate on-site for recycling in accordance with Waste
Management Plan.
.4 Divert unused gypsum from landfill to gypsum recycling facility for disposal approved
by DCC Representative.
.5 Divert unused metal materials from landfill to metal recycling facility approved by DCC
Representative.
.6 Divert unused wood materials from landfill to recycling composting facility approved by
DCC Representative.
.7 Divert unused paint and caulking material from landfill to official hazardous material
collections site approved by DCC Representative.
Department of National Defence GYPSUM BOARD Section 09 21 16
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New Health Care Facility, CFB Kingston December 01, 2009: Issued for Tender
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.10 Stud adhesive: to CAN/CGSB-71.25.
.11 Laminating compound: as recommended by manufacturer, asbestos-free.
.12 Corner beads and trim: 0.53mm commercial grade hot-dip galvanized sheet steel to
ASTM C645, perforated flanges, one piece length per location.
.13 Partition clips: purpose made, 0.53mm base metal thickness, hot-dip galvanized steel to
ASTM A645, for securing top of partitions to underside of acoustic ceiling grids.
.14 Shadow mould: 35 mm high, snap-on trim, of 0.6 mm base steel thickness galvanized
sheet pre-finished in satin enamel.
.15 Sealants: in accordance with Section 07 92 00 - Joint Sealing.
.16 Acoustic sealant: to section 07 92 00.
.17 Polyethylene: to CAN/CGSB-51.34, Type 2.
.18 Insulating strip: rubberized, moisture resistant, 3 mm thick closed cell neoprene strip, 12
mm wide, with self sticking permanent adhesive on one face, lengths as required.
.19 Joint compound: to ASTM C475, asbestos-free.
2.2 Finishes
.1 Texture finish: asbestos-free standard white texture coating and primer-sealer,
recommended by gypsum board manufacturer.
Part 3 Execution
3.1 Erection
.1 Do application and finishing of gypsum board in accordance with ASTM C840 except
where specified otherwise.
.2 Do application of gypsum sheathing in accordance with ASTM C1280.
.3 Install 150 mm continuous strip of 12.7 mm gypsum board along base of partitions
where resilient furring installed.
3.2 Application
.1 Do not apply gypsum board until bucks, anchors, blocking, sound attenuation, electrical
and mechanical work are approved.
.2 Apply single layer gypsum board to metal furring or framing using screw fasteners.
Maximum spacing of screws 300 mm on centre.
.1 Single-Layer Application:
.1 Apply gypsum board on ceilings prior to application of walls in
accordance with ASTM C840.
.2 Apply gypsum board vertically or horizontally, providing sheet lengths
that will minimize end joints.
.3 Apply double layer gypsum board to metal furring or framing using screw fasteners.
Maximum spacing of screws 300 mm on centre.
Department of National Defence GYPSUM BOARD Section 09 21 16
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.1 Double-Layer Application:
.1 Install gypsum board for base layer and exposed gypsum board for face
layer.
.2 Apply base layer to ceilings prior to base layer application on walls;
apply face layers in same sequence. Offset joints between layers at least
250 mm.
.3 Apply base layers at right angles to supports unless otherwise indicated.
.4 Apply base layer on walls and face layers vertically with joints of base
layer over supports and face layer joints offset at least 250 mm with base
layer joints.
.4 Apply water-resistant gypsum board on walls and ceiling surfaces of washrooms, change
rooms, janitors rooms, kitchens and serveries. Apply to ceilings in Shower Areas. Apply
water-resistant sealant to edges, ends, cut-outs which expose gypsum core and to fastener
heads.
.5 Apply cement board panels where scheduled. Apply water-resistant sealant to edges,
ends, cut-outs which expose core and to fastener heads. Do not apply joint treatment.
.6 Apply board using stud adhesive on furring or framing laminating adhesive on base layer
of gypsum board.
.7 Install ceiling boards in direction that will minimize number of end-butt joints. Stagger
end joints at least 250 mm.
.8 Apply tile backer board to all wall surfaces to receive ceramic tile finish. Apply using
screw fasteners, at 305mm o.c maximum spacing.
.9 Install gypsum board on walls vertically to avoid end-butt joints. At stairwells and similar
high walls, install boards horizontally with end joints staggered over studs, except where
local codes or fire-rated assemblies require vertical application.
.10 Install gypsum board with face side out.
.11 Do not install damaged or damp boards.
.12 Locate edge or end joints over supports. Stagger vertical joints over different studs on
opposite sides of wall.
.13 Lead Lined Gypsum Board
.1 Fasten lead lined gypsum wallboard at a minimum of 200mm on center at the
edges of each sheet, and at a minimum of 300mm on center at the intermediate
studs with normal drywall screws. Apply 51mm wide strips of sheet lead of the
same lead thickness to each of the joint studs using standard construction
adhesive, prior to installing the lead lined gypsum wallboard. Each fastener will
be covered with a lead disc 10mm in diameter and equal in thickness to the lead
laminated to the gypsum board. Apply using a fast drying construction adhesive.
3.3 Installation
.1 Erect accessories straight, plumb or level, rigid and at proper plane. Use full length pieces
where practical. Make joints tight, accurately aligned and rigidly secured. Mitre and fit
corners accurately, free from rough edges. Secure at 150 mm on centre or using contact
adhesive for full length.
Department of National Defence GYPSUM BOARD Section 09 21 16
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.2 Install casing beads around perimeter of suspended ceilings.
.3 Install casing beads where gypsum board butts against surfaces having no trim concealing
junction and where indicated. Seal joints with sealant.
.4 Install insulating strips continuously at edges of gypsum board and casing beads abutting
metal window and exterior door frames, to provide thermal break.
.5 Install shadow mould at gypsum board/ceiling juncture as indicated. Minimize joints; use
corner pieces and splicers.
.6 Construct control joints of two back-to-back casing beads set in gypsum board facing and
supported independently on both sides of joint.
.7 Provide continuous polyethylene dust barrier behind and across control joints.
.8 Locate control joints where indicated at changes in substrate construction at approximate
10 m spacing on long corridor runs at approximate 15 m spacing on ceilings.
.9 Install control joints straight and true.
.10 Construct expansion joints as detailed, at building expansion and construction joints.
Provide continuous dust barrier.
.11 Install expansion joint straight and true.
.12 Install cornice cap where gypsum board partitions do not extend to ceiling.
.13 Fit cornice cap over partition, secure to partition track with two rows of sheet metal
screws staggered at 300 mm on centre.
.14 Splice corners and intersections together and secure to each member with 3 screws.
.15 Install access doors to electrical and mechanical fixtures specified in respective sections.
.1 Rigidly secure frames to furring or framing systems.
.16 Finish face panel joints and internal angles with joint system consisting of joint
compound, joint tape and taping compound installed according to manufacturer's
directions and feathered out onto panel faces.
.17 Provide levels of gypsum board finish for locations as follows, in accordance with
Gypsum Association GA 214, Recommended Specification: Levels of Gypsum Board
Finish.
.1 Level 1: Ceiling plenum and concealed areas, except provide higher level of
finish as required to comply with fire resistance ratings and acoustical ratings.
.2 Level 2: Gypsum board substrate at tile, except remove tool marks and ridges.
.3 Level 4: Gypsum board surfaces to receive vinyl wall coverings.
.4 Level 5: Gypsum board surfaces to receive paint finish.
.18 Interior Gypsum Board
.1 Pre-fill
.1 Use setting-type joint compound. Mix joint compound according to
manufacturer's directions.
.2 Fill joints between boards flush to top of eased or beveled edge.
Department of National Defence GYPSUM BOARD Section 09 21 16
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.3 Fill joints of gypsum board above suspended ceilings in fire-rated
partitions.
.4 Wipe off excess compound and allow compound to harden.
.2 Taping (Level 1)
.1 Butter taping compound into inside corners and joints.
.2 Center tape over joints and press down into fresh compound.
.3 Remove excess compound.
.4 Tape joints of gypsum board above suspended ceilings.
.3 First coat (Level 2)
.1 Use taping or all-purpose drying-type compound.
.2 Immediately after bedding tape, apply skim coat of compound and allow
to dry completely in accordance with manufacturer's instructions.
.3 Apply first coat of compound over flanges of trim and accessories, and
over exposed fastener heads and finish level with board surface.
.4 Second coat (Level 3)
.1 After first coat treatment is dried, apply second coat of compound over
tape and trim, feathering compound 2 inches beyond edge of first coat.
.5 Third coat (Level 4)
.1 After second coat has dried, sand surface lightly and apply thin finish
coat to joints, fasteners and trim, feathering compound 2 inches beyond
edge of second coat.
.2 Allow third coat to dry. Apply additional compound, and touch-up and
sand, to provide surface free of visual defects, tool marks, and ridges,
and ready for application of finish.
.6 Skim coat (Level 5)
.1 Trowel apply skim coat topping or all-purpose compound over all
surfaces of gypsum board.
.2 After skim coat has dried, touch-up and sand to provide surface free of
visual defects, tool marks, and ridges, and ready for application of finish.
.19 Finish corner beads, control joints and trim as required with two coats of joint compound
and one coat of taping compound, feathered out onto panel faces.
.20 Fill screw head depressions with joint and taping compounds to bring flush with adjacent
surface of gypsum board so as to be invisible after surface finish is completed.
.21 Sand lightly to remove burred edges and other imperfections. Avoid sanding adjacent
surface of board.
.22 Completed installation to be smooth, level or plumb, free from waves and other defects
and ready for surface finish.
.23 Apply one coat of white primer sealer over surface to be textured. When dry apply
textured finish in accordance with manufacturer's instructions.
Department of National Defence GYPSUM BOARD Section 09 21 16
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.24 Mix joint compound slightly thinner than for joint taping.
.25 Apply thin coat to entire surface using trowel or drywall broadknife to fill surface texture
differences, variations or tool marks.
.26 Allow skim coat to dry completely.
.27 Remove ridges by light sanding or wiping with damp cloth.
.28 Provide protection that ensures gypsum drywall work will remain without damage or
deterioration at time of substantial completion.
END OF SECTION
Department of National Defence NON-STRUCTURAL METAL FRAMING Section 09 22 16
WBS 00000662 Page 1 of 3
New Health Care Facility, CFB Kingston December 01, 2009: Issued for Tender
Unclass – Property of the Government of Canada – For Official Use Only
Part 1 General
1.1 Related Sections
.1 Section 09 21 16 - Gypsum Board Assemblies.
1.2 References
.1 American Society for Testing and Materials International, (ASTM).
.1 ASTM C645-08a, Specification for Non-structural Steel Framing Members.
.2 ASTM C754-09, Specification for Installation of Steel Framing Members to
Receive Screw-Attached Gypsum Panel Products.
.2 Canadian General Standards Board (CGSB).
.1 CAN/CGSB-1.40-97, Primer, Structural Steel, Oil Alkyd Type.
1.3 Quality Assurance
.1 Test Reports: certified test reports showing compliance with specified performance
characteristics and physical properties.
.2 Certificates: product certificates signed by manufacturer certifying materials comply with
specified performance characteristics and criteria and physical requirements.
.3 Pre-Installation Meetings: conduct pre-installation meeting to verify project
requirements, manufacturer's installation instructions and manufacturer's warranty
requirements.
1.4 Waste Management and Disposal
.1 Separate and recycle waste materials in accordance with Section 01 74 21 -
Construction/Demolition Waste Management and Disposal.
.2 Remove from site and dispose of packaging materials at appropriate recycling facilities.
.3 Collect and separate for disposal paper, plastic, polystyrene, corrugated cardboard
packaging material in appropriate on-site for recycling in accordance with Waste
Management Plan.
.4 Divert unused metal materials from landfill to metal recycling facility approved by DCC
Representative.
.5 Divert unused gypsum materials from landfill to recycling facility approved by DCC
Representative.
Part 2 Products
2.1 Materials
.1 Non-load bearing channel stud framing: to ASTM C645, stud sizes as scheduled, roll
formed from 0.53mm thickness hot-dip galvanized steel sheet, for screw attachment of
gypsum board (use 0.90mm thick studs where lead lined gypsum board is scheduled).
Knock-out service holes at 460mm centres.
Department of National Defence NON-STRUCTURAL METAL FRAMING Section 09 22 16
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.2 Floor and ceiling tracks: to ASTM C645, 0.91mm thickness hot-dip galvanized sheet
steel, widths to suit stud sizes, 32mm flange height for standard applications; 50mm
flange height for deflection applications.
.3 Shaft Wall Framing: to ASTM C645, "C-H" profile studs, stud sizes as indicated, roll-
formed from 0.53mm thickness hot-dip galvanized sheet steel.
.4 Shaft Wall Floor & Ceiling Tracks: to ASTM C645, "J" profile 0.91mm thick hot-dip
galvanized sheet steel, widths to suit stud sizes, 32mm flange height for standard
applications; 50mm flange height for deflection applications.
.5 Metal channel stiffener: 38mm and 64mm width, 1.3mm thick hot-dip galvanized sheet
steel, cold rolled channels.
.6 Insulating strip: rubberized, moisture resistant 3mm thick closed cell neoprene strip,
12mm wide, with self sticking adhesive on one face, lengths as required.
.7 Drywall furring channels: 0.5 mm core thickness galvanized steel channels for screw
attachment of gypsum board.
Part 3 Execution
3.1 Erection
.1 Align partition tracks at floor and ceiling and secure at 600 mm on centre maximum.
.2 Install damp proof course under stud shoe tracks of partitions on slabs on grade.
.3 Place studs vertically at 400mm on centre and not more than 50 mm from abutting walls,
and at each side of openings and corners. Position studs in tracks at floor and ceiling.
Cross brace steel studs as required to provide rigid installation to manufacturer's
instructions.
.4 Erect metal studding to tolerance of 1:1000.
.5 Attach studs to bottom and ceiling tracks using screws.
.6 Co-ordinate simultaneous erection of studs with installation of service lines. When
erecting studs ensure web openings are aligned.
.7 Co-ordinate erection of studs with installation of door/window frames and special
supports or anchorage for work specified in other Sections.
.8 Provide two studs extending from floor to ceiling at each side of openings wider than
stud centres specified. Secure studs together, 50 mm apart using column clips or other
approved means of fastening placed alongside frame anchor clips.
.9 Install heavy gauge single jamb studs at openings.
.10 Erect track at head of door/window openings and sills of sidelight/window openings to
accommodate intermediate studs. Secure track to studs at each end, in accordance with
manufacturer's instructions. Install intermediate studs above and below openings in same
manner and spacing as wall studs.
.11 Frame openings and around built-in equipment, cabinets, access panels, on four sides.
Extend framing into reveals. Check clearances with equipment suppliers.
Department of National Defence NON-STRUCTURAL METAL FRAMING Section 09 22 16
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.12 Provide 40 mm stud or furring channel secured between studs for attachment of fixtures
behind lavatory basins, toilet and bathroom accessories, and other fixtures including grab
bars and towel rails, attached to steel stud partitions.
.13 Install steel studs or furring channel between studs for attaching electrical and other
boxes.
.14 Extend partitions to ceiling height except where noted otherwise on drawings.
.15 Maintain clearance under beams and structural slabs to avoid transmission of structural
loads to studs. Use 50 mm leg ceiling tracks.
.16 Install continuous insulating strips to isolate studs and tracks from uninsulated surfaces.
.17 Install insulating strip under all stud tracks.
.18 Erect hangers and runner channels for suspended gypsum board ceilings in accordance
with ASTM C840 except where specified otherwise.
.19 Support light fixtures by providing additional ceiling suspension hangers within 150 mm
of each corner and at maximum 600 mm around perimeter of fixture.
.20 Install work level to tolerance of 1:1200.
.21 Frame with furring channels, perimeter of openings for access panels, light fixtures,
diffusers, grilles.
.22 Install 19 x 64 mm furring channels parallel to, and at exact locations of steel stud
partition header track.
.23 Furr for gypsum board faced vertical bulkheads within and at termination of ceilings.
.24 Furr above suspended ceilings for gypsum board fire and sound stops and to form plenum
areas as indicated.
.25 Install wall furring for gypsum board wall finishes in accordance with ASTM C840,
except where specified otherwise.
.26 Furr openings and around built-in equipment, cabinets, access panels, on four sides.
Extend furring into reveals. Check clearances with equipment suppliers.
.27 Furr duct shafts, beams, columns, pipes and exposed services where indicated.
.28 Erect drywall resilient furring transversely across studs joists between the layers of
gypsum board, spaced maximum 600 mm on centre and not more than 150 mm from
ceiling/wall juncture. Secure to each support with 38 mm common nail 25 mm drywall
screw.
3.2 Cleaning
.1 Upon completion of installation, remove surplus materials, rubbish, tools and equipment
barriers.
END OF SECTION
Department of National Defence ACOUSTICAL PANEL CEILINGS Section 09 51 13
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Part 1 General
1.1 Summary
.1 Section Includes:
.1 Materials and application of acoustical units for direct application or for
application and installation within a suspended ceiling.
1.2 References
.1 American Society for Testing and Materials International (ASTM)
.1 ASTM C423-08a, Standard Test Method for Sound Absorption and Sound
Absorption Coefficients by the Reverberation Room Method
.2 ASTM E1264-08, Standard Classification for Acoustical Ceiling Products.
.3 ASTM E1477-98a(2008), Standard Test Method for Luminous Reflectance
Factor of Acoustical Materials by Use of Integrating-Sphere Reflectometers.
.2 Canadian General Standards Board (CGSB)
.1 CAN/CGSB-51.34-M86, Vapour Barrier, Polyethylene Sheet, for Use in
Building Construction and Amendment No. 1 1988.
.2 CAN/CGSB-92.1-M89, Sound Absorptive Prefabricated Acoustical Units.
.3 Canadian Standards Association (CSA International)
.1 CSA B111-1974(R2003), Wire Nails, Spikes and Staples.
.4 Health Canada/Workplace Hazardous Materials Information System (WHMIS)
.1 Material Safety Data Sheets (MSDS).
.5 Underwriter's Laboratories of Canada (ULC)
.1 CAN/ULC-S102-2003, Surface Burning Characteristics of Building Materials
and Assemblies.
1.3 Submittals
.1 Submit samples in accordance with Section 01 33 00 - Submittal Procedures.
.2 Submit duplicate full size samples of each type acoustical units.
1.4 Quality Assurance
.1 Regulatory Requirements:
.1 Fire-resistance rated floor/ceiling and roof/ceiling assembly: certified by
Canadian Certification Organization accredited by Standards Council of Canada.
.2 Mock-up:
.1 Construct mock-ups in accordance with Section 01 45 00 - Quality Control.
.2 Construct mock-up 10 m2 minimum of each type acoustical tile ceiling .
.3 Construct mock-up where directed.
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.4 Allow 24 hours for inspection of mock-up by DCC Representative before
proceeding with ceiling work.
.5 When accepted, mock-up will demonstrate minimum standard for this work.
Mock-up may remain as part of the finished work.
.3 Health and Safety:
.1 Do construction occupational health and safety in accordance with Section
01 35 29.06 - Health and Safety Requirements.
1.5 Delivery, Storage And Handling
.1 Protect on site stored or installed absorptive material from moisture damage.
.2 Store extra materials required for maintenance, where directed by DCC Representative.
.3 Waste Management and Disposal:
.1 Separate waste materials for reuse and recycling in accordance with Section
01 74 21 - Construction /Demolition Waste Management and Disposal.
.2 Remove from site and dispose of packaging materials at appropriate recycling
facilities.
.3 Collect and separate for disposal paper, plastic, polystyrene, corrugated
cardboard packaging material for recycling in accordance with Waste
Management Plan (WMP).
.4 Separate for reuse and recycling and place in designated containers Steel, Metal,
and Plastic waste in accordance with Waste Management Plan.
.5 Place materials defined as hazardous or toxic in designated containers in
accordance with Section 01 35 43 - Environmental Procedures.
.6 Handle and dispose of hazardous materials in accordance with CEPA, Regional
and Municipal, OME regulations.
.7 Ensure emptied containers are sealed and stored safely in accordance with
Section 01 35 43 - Environmental Procedures.
.8 Fold up metal and plastic banding, flatten and place in designated area for
recycling.
1.6 Environmental Requirements
.1 Permit wet work to dry before beginning to install.
.2 Maintain uniform minimum temperature of 15 degrees C and humidity of 40% before
and during installation.
.3 Store materials in work area 48 hours prior to installation.
1.7 Extra Materials
.1 Provide extra materials of acoustic units in accordance with Section 01 78 00 - Closeout
Submittals.
.2 Provide acoustical units amounting to 2% of gross ceiling area for each pattern and type
required for project.
.3 Ensure extra materials are from same production run as installed materials.
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.4 Clearly identify each type of acoustic unit, including colour and texture.
.5 Deliver to DCC Representative, upon completion of the work of this section.
Part 2 Products
2.1 Acceptable Manufacturers
.1 Obtain all materials from one manufacturer listed below.
2.2 Steel Materials
.1 Sheet Steel: Cold-rolled, commercial grade structural quality sheet steel, to ASTM
A635/A635M; Zinc-Coated (Hot Dip Galvanized) to ASTM A653/A653M; coating
designation Z275.
2.3 Suspension Grid Systems
.1 General: Intermediate duty suspension grid systems, all components to be sheet steel to
ASTM-C635, galvanized to ASTM A653/A653M. Die cut components; double web
main tees with rectangular bulb and rolled cap on exposed face; shop painted baked
enamel finish. Cross tees with rectangular bulb and web extended to form positive
interlock with main tee webs, lower flange extended and offset to provide flush
intersection.
.2 Standard Grid: 23mm wide exposed T-grid, colour white;
.1 Prelude XL, by Armstrong,
.2 Donn DX, by CGC Inc., or
.3 500 Snap-grid by Chicago Metallic.
.3 Wall Molds: colour white;
.1 23mm Standard L-profile for standard grid.
2.4 Fire Rated Systems
.1 Certified for use in 1 hour ULC/UL floor/ceiling assembly.
2.5 Ceiling Panels
.1 Acoustic tiles for suspended ceiling system; to CAN/CGSB-92.1.
.1 ACT-1: 610mm x 610mm x 16mm thick, medium texture panel, square-cut for
standard grid, white;
.1 Radar High NRC #22111, by CGC Inc.,
.2 Georgian High Acoustics” #796, by Armstrong, or
.3 Fine Fissured High NRC #HHF-457 DP, by CertainTeed Corporation.
.2 Translucent panels.
.1 610mm x 610mm x 3mm thick, translucent acrylic panels.
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.11 Interlock cross members to main runner to provide rigid assembly.
.12 Frame at openings for light fixtures, air diffusers, speakers and at changes in ceiling
heights.
.13 Finished ceiling system to be square with adjoining walls and level within 1:1000.
3.3 Expansion Joints
.1 Supply and install "Z" shaped metal trim pieces at each side of expansion joint. Design
to accommodate plus or minus 25mm movement and maintain visual closure. Finish
metal components to match adjacent exposed metal trim. Provide backing plates behind
butt joints.
3.4 Acoustic Tile Installation
.1 Install acoustical panels and tiles in correct seated position in ceiling suspension system.
.2 In fire rated ceiling systems, secure lay-in panels with hold-down clips and protect over
light fixtures, diffusers, air return grilles and other appurtenances according to ULC/UL
design requirements.
3.5 Coordination
.1 Coordinate ceiling work to accommodate components of other sections, such as light
fixtures, diffusers, speakers, sprinkler heads, to be built into acoustical ceiling
components.
3.6 Inspection and Cleaning
.1 Thoroughly inspect all ceiling tiles and remove any chipped, marked, scratched, stained,
discoloured or otherwise damaged units, and replace with new units. Do not take
replacement units from maintenance materials.
.2 Thoroughly inspect all ceiling grid and remove any marked, scratched, dented or
otherwise damaged pieces, and replace with new.
END OF SECTION
Department of National Defence RESILIENT SHEET FLOORING Section 09 65 16
WBS 00000662 Page 1 of 4
New Health Care Facility, CFB Kingston December 01, 2009: Issued for Tender
Unclass – Property of the Government of Canada – For Official Use Only
Part 1 General
1.1 Related Sections
.1 Section 09 65 19 – Resilient Tile Flooring.
.2 Section 09 69 00 – Access Flooring.
1.2 References
.1 American Society for Testing and Materials (ASTM International)
.1 ASTM F1303-04, Specification for Sheet Vinyl Floor Covering with Backing.
1.3 Samples
.1 Submit samples in accordance with Section 01 33 00 - Submittal Procedures.
.2 Submit duplicate 300 x 300 mm sample pieces of sheet material, 300 mm long base, edge
strips.
1.4 Closeout Submittals
.1 Provide maintenance data for resilient flooring for incorporation into manual specified in
Section 01 78 00 - Closeout Submittals.
1.5 Extra Materials
.1 Provide extra materials of resilient sheet flooring and adhesives in accordance with
Section 01 78 00 - Closeout Submittals.
.2 Provide 2% of each colour, pattern and type flooring material required for project for
maintenance use.
.3 Extra materials to be in one piece and from same production run as installed materials.
.4 Clearly identify each roll of sheet flooring and each container of adhesive.
.5 Deliver to DCC Representative, upon completion of the work of this section.
.6 Store where directed by DCC Representative.
1.6 Environmental Requirements
.1 Maintain air temperature and structural base temperature at flooring installation area
above 20 degrees for 48 hours before, during and 48 hours after installation.
1.7 Waste Management and Disposal
.1 Separate and recycle waste materials in accordance with Section 01 74 21 -
Construction/Demolition Waste Management And Disposal.
.2 Do not dispose of unused sealant and adhesive materials into landfill. Divert materials to
municipal hazardous materials depot approved by DCC Representative.
.3 Divert unused metal and wiring materials from landfill to metal recycling facility
approved by DCC Representative.
Department of National Defence RESILIENT SHEET FLOORING Section 09 65 16
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.2 Linoleum: two-part, solvent-free, polyurethane adhesive as recommended by
flooring manufacture.
.3 Integral Base: as recommended by flooring manufacture..
.4 Surface Cleaner: neutral detergent solution, " as recommended by flooring
manufacture..
.5 Surface Sealer (Linoleum): stain-resistant as recommended by flooring
manufacture..
.6 Surface Polish (Linoleum): matte finish commercial floor polish; " as
recommended by flooring manufacture.
Part 3 Execution
3.1 Site Verification of Conditions
.1 Ensure concrete floors are clean and dry by using test methods recommended by flooring
manufacturer.
3.2 Preparation
.1 Remove sub-floor ridges and bumps. Fill low spots, cracks, joints, holes and other defects
with sub-floor filler.
.2 Clean floor and apply filler; trowel and float to leave smooth, flat hard surface. Prohibit
traffic until filler cured and dry.
.3 Seal concrete slab to resilient flooring manufacturer's printed instructions.
3.3 Application: Flooring
.1 Provide a high ventilation rate, with maximum outside air, during installation, and for 48
to 72 hours after installation. If possible, vent directly to the outside. Do not let
contaminated air recirculate through a district or whole building air distribution system.
Maintain extra ventilation for at least one month following building occupation.
.2 To minimize emissions from adhesives, use water-based, solvent-free
styrene-butadiene-rubber adhesive for linoleum. Butadiene exposure may cause eye and
nose irritation, headaches, dizziness, and vomiting.
.3 Apply adhesive uniformly using recommended trowel. Do not spread more adhesive than
can be covered by flooring before initial set takes place.
.4 Lay flooring with seams parallel to building lines to produce a minimum number of
seams. Border widths minimum 1/3 width of full material.
.5 Run sheets in direction of traffic. Double cut sheet joints and continuously seal according
to manufacturer's printed instructions.
.6 As installation progresses, and after installation roll flooring with 45 kg minimum roller
to ensure full adhesion.
.7 Cut flooring neatly around fixed objects.
.8 Install flooring in pan type floor access covers. Maintain floor pattern.
.9 Continue flooring over areas which will be under built-in furniture.
Department of National Defence RESILIENT SHEET FLOORING Section 09 65 16
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.10 Terminate flooring at centreline of door in openings where adjacent floor finish or colour
is dissimilar.
3.4 Integral Base Application
.1 Provide pre-fabricated cove base for all integral base as indicated in Room Finish
Schedule.
.2 Dry-fit base; cut and fit material to required lengths. Mitre-cut inside and outside corners.
.3 Dry-fit, and cut metal cove cap prior to base installation.
.4 Scribe glue line on walls and floor at edge of base material.
.5 Apply adhesive in full spread (100% coverage on two surfaces) for full length of base
material. Apply base to wall surface straight and level.
.6 Slide cove cap behind base material.
.7 Hand roll base material onto wall surface, and remove all bumps, ripples, and fishmouths.
.8 Heat weld all seams (vertical and horizontal) in base material.
3.5 Cleaning and Polishing
.1 Initial Surface Protection (Linoleum)
.1 Apply initial surface protection within 48 hours after completion of installation
and final set of adhesive. Prohibit all traffic on floor surface prior to application
of initial surface protection.
.2 Remove excess adhesive from floor, base and wall surfaces without damage to
such surfaces. Remove all dust, dirt, and debris.
.3 Clean floors with neutral detergent solution specified (85 to 113g/4.5L), to
flooring manufacturer's instructions.
.4 Apply minimum two coats of commercial floor polish specified.
.2 Final Surface Protection (Linoleum)
.1 Apply final surface protection immediately prior to final inspection by the DCC
Representative.
.2 Clean floors with neutral detergent solution specified (113 to 170g/4.5L), to
flooring manufacturer's instructions.
.3 Apply three coats of commercial floor polish specified.
.4 Use only water-based coating for linoleum.
3.6 Cleaning
.1 Remove excess adhesive from floor, base and wall surfaces without damage.
.2 Clean, seal and wax floor and base surface to flooring manufacturer's printed instructions.
3.7 Protection
.1 Protect new floors from time of final set of adhesive until final inspection. Prohibit traffic
on floor for 48 hours after installation.
END OF SECTION
Department of National Defence RESILIENT TILE FLOORING Section 09 65 19
WBS 00000662 Page 1 of 3
New Health Care Facility, CFB Kingston December 01, 2009: Issued for Tender
Unclass – Property of the Government of Canada – For Official Use Only
Part 1 General
1.1 Related Sections
.1 Section 09 65 16 – Resilient Sheet Flooring.
1.2 References
.1 American Society for Testing and Materials (ASTM International)
.1 ASTM F1344-04(R2009), Specification for Rubber Tile.
.2 Canadian General Standards Board (CGSB)
.1 CAN/CGSB-25.20-95, Surface Sealer for Floors.
.2 CAN/CGSB-25.21-95, Detergent-Resistant Floor Polish.
1.3 Samples
.1 Submit samples in accordance with Section 01 33 00 - Submittal Procedures.
.2 Submit duplicate tile in size specified, 300 mm long base, nosing, feature strips, treads,
edge strips.
1.4 Closeout Submittals
.1 Provide maintenance data for resilient flooring for incorporation into manual specified in
Section 01 78 00 - Closeout Submittals.
1.5 Waste Management and Disposal
.1 Separate and recycle waste materials in accordance with Section 01 74 19 -
Construction/Demolition Waste Management And Disposal.
.2 Remove from site and dispose of packaging materials at appropriate recycling facilities.
.3 Collect and separate for disposal paper, plastic, polystyrene, corrugated cardboard
packaging material for recycling in accordance with Waste Management Plan.
.4 Dispose of unused finish and adhesive materials at official hazardous material
collections site approved by DCC Representative.
.5 Do not dispose of unused finish and adhesive materials into sewer system, into streams,
lakes, onto ground or in other locations where it will pose health or environmental
hazard.
1.6 Environmental Requirements
.1 Maintain air temperature and structural base temperature at flooring installation area
above 20oC for 48 hours before, during and for 48 hours after installation.
1.7 Extra Materials
.1 Provide maintenance materials of resilient tile flooring, base and adhesive in accordance
with Section 01 78 00 - Closeout Submittals.
.2 Provide 2% of each colour, pattern and type flooring material required for this project for
maintenance use.
.3 Extra materials to be from same production run as installed materials.
Department of National Defence RESILIENT TILE FLOORING Section 09 65 19
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.4 Clearly identify each container of floor tile and each container of adhesive.
.5 Deliver to DCC Representative, upon completion of the work of this section.
.6 Store where directed by DCC Representative.
Part 2 Products
2.1 Materials
.1 Rubber tile: to ASTM F1344, Class 1 - Homogeneous rubber tile, through pattern,
molded pattern, 6mm thickness 610 x 610mm size, in standard colours selected by DCC
Representative.
.1 Rubber tile shall contain a minimum of 10 % recycled content.
.2 Acceptable Products are:
.1 Stone Line, by Dinoflex Manufacturing Ltd.
.2 Interlock Inertia Tile, by Johnsonite Inc.
.3 Sport Impact, by Mondo America.
.2 Base For Resilient Flooring: rubber, to ASTM F1861 Type TP, Group I (solid), 102mm
high, coved resilient wall base, in continuous lengths of minimum 36m; colours as
selected by DCC Representative from manufacturer's full available colour range.
2.2 Accessories
.1 Transition Strips: Resilient flooring: recommended by flooring manufacturer.
.2 Reducers: Resilient reducer: recommended by flooring manufacturer.
.3 Cove caps: Resilient: recommended by flooring manufacturer.
2.3 Adhesives and Cleaners
.1 Sub-floor filler and leveller: white premix latex requiring water only to produce
cementitious paste as recommended by flooring manufacturer for use with their product.
.2 Primer: latex floor primer for concrete and wood substrates; equivalent to Henry #336
Floor Primer.
.3 Adhesives
.1 Wall Base: water-based, solvent-free, acrylic adhesive, recommended by
flooring manufacturer.
.2 Accessories: two-part, solvent-free, polyurethane adhesive, recommended by
flooring manufacturer.
.4 Surface Cleaner: neutral ph detergent solution.
Part 3 Execution
3.1 Inspection
.1 Ensure concrete floors are dry, by using test methods recommended by tile manufacturer.
Department of National Defence RESILIENT TILE FLOORING Section 09 65 19
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3.2 Sub-floor Treatment
.1 Remove sub-floor ridges and bumps. Fill low spots, cracks, joints, holes and other defects
with sub-floor filler.
.2 Clean floor and apply filler; trowel and float to leave smooth, flat hard surface. Prohibit
traffic until filler cured and dry.
3.3 Tile Application
.1 Lay flooring with joints parallel to building lines to produce symmetrical tile pattern.
Border tiles minimum half tile width.
.2 Install flooring to square grid pattern with all joints aligned with pattern grain alternating
to produce basket weave pattern with pattern grain parallel for all units and parallel to
length of room.
.3 Cut tile and fit neatly around fixed objects.
.4 Install flooring in pan type floor access covers. Maintain floor pattern.
.5 Terminate flooring at centerline of door in openings where adjacent floor finish or colour
is dissimilar.
3.4 Base Application
.1 Lay out base to keep number of joints at minimum. Base joints at maximum length
available or at internal or premoulded corners.
.2 Clean substrate and prime with one coat of adhesive.
.3 Apply adhesive to back of base.
.4 Set base against wall and floor surfaces tightly by using 3 kg hand roller.
.5 Install straight and level to variation of 1:1000.
.6 Scribe and fit to door frames and other obstructions. Use premoulded end pieces at flush
door frames.
.7 Cope internal corners. Use premoulded corner units for right angle external corners. Use
formed straight base material for external corners of other angles, minimum 300 mm each
leg. Wrap around toeless base at external corners.
.8 Install toeless type base before installation of carpet on floors.
3.5 Initial Cleaning and Waxing
.1 Remove excess adhesive from floor, base and wall surfaces without damage.
.2 Clean, seal and wax floor and base surface to flooring manufacturer's instructions. In
carpeted areas clean, seal and wax base surface before carpet installation.
3.6 Protection of Finished Work
.1 Protect new floors from time of final set of adhesive until final inspection.
.2 Prohibit traffic on floor for 48 hours after installation.
.3 Use only water-based coating for linoleum.
END OF SECTION
Department of National Defence EPOXY FLOORING Section 09 67 00 WBS 00000662 Page 2 of 4 New Health Care Facility, CFB Kingston December 01, 2009: Issued for Tender
Unclass – Property of the Government of Canada – For Official Use Only
.2 Provide ventilation during application and curing.
1.9 Closeout Submittals
.1 Submit copies of manufacturer's data for the care and maintenance of the epoxy flooring, for inclusion in the Operations and Maintenance manual.
1.10 Extended Warranty
.1 Submit manufacturer's warranty certificate for the epoxy flooring, stating that the epoxy floor products specified herein will be free from defects in manufacture, and free of installation defects for a period of three (3) years from date of Substantial Performance.
Part 2 Products
2.1 Flooring System Components
.1 Primer: Two-component, Low VOC, 100% solids, epoxy primer.
.2 Base Coat: Self-levelling, pigmented, Low VOC 100% solids epoxy coating.
.3 Aggregate: Fumed silica sand aggregate.
.4 Colours for base coat, as selected by the DCC Representative from the manufacturer's full range of available colours.
.5 Epoxy Sealer: Low VOC, two-component, clear (matte finish), high viscosity, epoxy sealer, equivalent to Duochem 5206.
.6 Filler: Joint and crack filler, as recommended by manufacturer of epoxy flooring, to ensure compatibility with flooring supplied under this Section.
2.2 Approved Products & Manufacturers
.1 Stonekote GS4 by StoneCor Group.
.2 Duochem 9450 by Duochem Inc.
.3 Devfloor 527 by Devoe Coatings.
2.3 Source Quality Control
.1 Furnish certified statement signed by the Applicator and the flooring manufacturer/distributor, attesting that the materials furnished conform to the specified requirements, and that all fluid components are manufactured by a single company. Certificates shall be accompanied by laboratory test reports for the physical properties specified.
Department of National Defence EPOXY FLOORING Section 09 67 00 WBS 00000662 Page 3 of 4 New Health Care Facility, CFB Kingston December 01, 2009: Issued for Tender
Unclass – Property of the Government of Canada – For Official Use Only
Part 3 Execution
3.1 Examination
.1 Before starting work, ensure environmental and site conditions are suitable for application and curing.
.2 Substrate shall be sound, dry, and free of dust, dirt, paint, grease, oil or other foreign substance.
.3 Variation in plane shall not exceed 1:350 in any measurement unit.
3.2 Preparation
.1 Prepare concrete slabs in accordance with manufacturer's instructions.
.2 Effectively remove concrete laitance by steel shot blasting, or other mechanical means approved by topping manufacturer to provide an 200-250 micron profile. Vacuum surface to remove all dust and debris.
3.3 Application
.1 Fill visible cracks flush with floor surface. To fill wide cracks or sawcuts add silica sand to produce heavy mortar. Allow joint / crack filler to cure 16 hours before applying coatings.
.2 Mix and apply 1 coat of primer to 125-200 micron thickness. Ensure that concrete surface is completely sealed prior to proceeding with application of epoxy.
.3 Apply cove base in accordance with manufacturers printed instructions. Finish the top of cove base with extruded aluminum cap strip. Finish thickness of base shall be dimension required for cap strip.
.4 Apply epoxy base coat in accordance with manufacturers printed instructions to dry film thickness of 2000 microns.
.5 Fully broadcast aggregate epoxy base while epoxy is wet. Allow coating to cure sufficiently.
.6 Apply sealer coat to dry film thickness of 205 microns.
.7 Allow each coat to dry, prior to application of subsequent coat.
.8 Application shall consist of 3 coats minimum, exclusive of sand and at cove base. Total thickness of finished coating; 2375 microns.
3.4 Protection
.1 Prohibit floor traffic for minimum 24 hours. Protect floor until fully cured.
Department of National Defence EPOXY FLOORING Section 09 67 00 WBS 00000662 Page 4 of 4 New Health Care Facility, CFB Kingston December 01, 2009: Issued for Tender
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3.5 Field Quality Control
.1 Manufacturer shall have a qualified technical field representative on site prior to commencement of installation, and present at commencement of all system coats.
.2 Finished application shall match approved samples, be uniform in thickness, sheen, colour and texture, and free from trowel marks, visible cold joints and defects affecting appearance or performance.
END OF SECTION
Department of National Defence ACCESS FLOORING Section 09 69 00
WBS 00000662 Page 1 of 9
New Health Care Facility, CFB Kingston December 01, 2009: Issued for Tender
Unclass – Property of the Government of Canada – For Official Use Only
Part 1 General
1.1 Related Sections
.1 Section 09 65 16 – Resilient Sheet Flooring.
1.2 References
.1 Aluminum Association (AA).
.1 DAF 45-03, Designation System for Aluminum Finishes.
.2 Canadian General Standards Board (CGSB).
.1 CAN/CGSB-1.81-M90, Air Drying and Baking Alkyd Primer for Vehicles and
Equipment.
.2 CAN/CGSB-1.88-92, Gloss Alkyd Enamel Air Drying and Baking.
.3 CAN/CGSB-1.104-M91, Semi-gloss Alkyd Air Drying and Baking Enamel.
.4 CAN/CGSB-51.34-M86, Vapour Barrier, Polyethylene Sheet, for Use in
Building Construction.
1.3 System Description
.1 System A (Typical system for general use and electrical/communications/telephone
rooms):
.1 Floor/floor height: 450mm.
.2 Support system: corner-bolt pedestals adhered to concrete floor.
.3 Panels: Composite lightweight concrete/composite panels with steel top and
bottom pans.
.2 System B (High density file load):
.1 Floor/floor height: 450mm.
.2 Support system: corner-bolt pedestals, adhered to concrete floor. Provide
additional rows of pedestals/stringers as necessary under these areas. Provide
additional measures as required to accommodate loading.
.3 Panels: Composite lightweight concrete/composite panels with steel top and
bottom pans.
1.4 System Performance Requirements
.1 Pedestals:
.1 Axial Load: Pedestal assembly shall provide a minimum 22.24kN axial load
without permanent deformation.
.2 Overturning Moment: Pedestal assembly shall provide an average overturning
moment of 112.98 Nm when glued to a clean, sound, uncoated concrete surface.
Structural calculations shall be required attesting to the lateral stability of the
system under seismic conditions. Provide independent seismic certification from
a Engineer registered in the Province of Ontario.
Department of National Defence ACCESS FLOORING Section 09 69 00
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.2 Stringers:
.1 Midspan Concentrated Load: Stringer shall be capable of withstanding a
concentrated load of 2.00kN. placed in the midspan stringer center on a one
square inch area using a round or square indentor without exceeding a permanent
set of 0.254mm after the load is removed.
.3 Floor Panels:
.1 Concentrated Load: Panel shall be capable of supporting a minimum
concentrated load of 4.4KN (using a round or square indentor) at any location on
the panel (weakest point) with a maximum deflection of 2.5mm. Panel shall not
exceed a permanent set of 0.25 mm, after the load is removed.
.2 Uniform Load: Panel shall be capable of supporting a minimum uniform load of
14.4kN/m3 at any location on the panel with a maximum top surface deflection
of 1.0 mm. Panel shall not exceed a permanent set of 0.25 mm, after the load is
removed.
.3 Ultimate Load: Panel shall be capable of withstanding a minimum of twice the
concentrated load (11kN, using a round or square indentor) at any location on the
panel without failure, for stringerless systems and 13.2kN for stringered systems.
Failure is defined as the point at which the panel will no longer accept the load.
.4 Rolling Load: Panel and supporting understructure shall be able to withstand the
following rolling loads at any location on the panel without developing a local
and overall surface deformation greater than 1.016mm. Note: wheel 1 and wheel
2 tests shall be performed on two separate panels.
.1 Wheel 1: Size: 76mm dia x 46mm wide; Load: 4.45kN Passes: 10
.2 Wheel 2: Size: 152mm dia x 38mm wide; Load: 2.67kN Passes: 10,000
.5 Impact Load: Panel and supporting understructure shall be capable of supporting
an impact load of 0.778kN dropped from a height of 300mm onto a 25mm x
25mm area at any location on the panel, with local indentation not to exceed
2.0mm.
.6 Flammability: System (not including floor covering) shall meet the following
flammability requirements when tested in accordance with CAN/ULC-S102.
Provide independent test reports as part of submittal.
.7 Flame Spread: 0; Smoke Development; Less than 5; Fuel Contribution 0.
.8 Non-combustibility: System (not including floor covering) shall meet the
requirements for non-combustibility when tested in accordance with CAN/ULC-
S114. Provide independent test reports as part of submittal.
.9 Moisture Resistance: Panel shall be constructed with moisture resistant
cementitious core. Integrity of the panels and core shall not be affected by water
resulting from sprinkler activation. Composite core panels that contain wood
products are unacceptable.
Department of National Defence ACCESS FLOORING Section 09 69 00
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.4 Seismic Movement: Provide access flooring capable of withstanding lateral seismic
forces to requirements of latest edition and amendments of National Building Code and
Local Building By-Laws. Submit data on earthquake resistance in the form of structural
computations that have been signed and sealed by an independent professional engineer.
Include structural computations, material properties and other information required for
structural analysis and verifications that access flooring system will withstand loads
indicated.
.5 Air Leakage: Access floor systems shall have the following air leakage characteristics:
.1 Typical Access Floor (without finish): Floor static pressure of 0.05" w.g., Air
leakage performance < 0.50 cfm/ft2.
.2 Typical Access Floor (with finish in place/aligned with floor joints): Floor static
pressure of 0.05" w.g., Air leakage performance < 0.31 cfm/ft2.
.6 Total System Weight: panel and pedestal system shall not exceed 9 lb/ft2 (0.45 kN/m
2).
.7 Allowable Tolerances:
.1 Flatness of floor panels: plus or minus 0.5 mm in any direction.
.2 Surface Dimension: plus or minus 0.5 mm of all panels.
.3 Finished floor level tolerance: plus or minus 3 mm for overall floor, and plus or
minus 1 mm in 2000 mm in any direction.
.4 Squareness: plus or minus 0.5 mm in surface dimension and 0.25 mm measured
diagonally.
.8 Electrical Resistance: From surface of floor covering through to understructure shall not
exceed 2 x 1010 ohms nor be less than 5 x 105 ohms.
1.5 Submittals
.1 Product Data:
.1 Submit manufacturer's printed product literature, specifications and data sheet in
accordance with Section 01 33 00 - Submittal Procedures.
.2 Submit two copies of WHMIS MSDS - Material Safety Data Sheets in
accordance with Section 01 33 00 - Submittal Procedures. Indicate VOC's:
.1 For caulking materials during application and curing.
.2 For adhesives.
.2 Shop Drawings:
.1 Submit shop drawings in accordance with Section 01 33 00 - Submittal
Procedures.
.2 Take measurements from finished area at site. Indicate where applicable
following information:
.1 Layout of work.
.2 Sizes and details of components.
.3 Anchorage methods.
.4 Edge and fascia details.
.5 Elevation differences.
.6 Stair, handrail and ramp framing and details.
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.7 Lateral bracing.
.8 Typical cutout details.
.9 Gasketting, return air details, supply air registers and perforated panels.
Include air transfer capacity of grilles, registers and panels.
.10 Floor finishes.
.11 Location of connection to building grounding electrode.
.3 Samples:
.1 Submit samples in accordance with Section 01 33 00 - Submittal Procedures.
.2 Submit one full size sample consisting of 4 panels of complete access flooring
system, including finishes.
.3 Submit one of each of following components.
.1 Quarter size floor panel.
.2 Pedestal.
.3 Stringer member.
.4 Fasteners.
.5 Accessories.
.4 Incorporate approved samples into finished installation. Identify and note
locations.
.4 Manufacturer's Instructions: Submit manufacturer's installation instructions.
.5 Manufacturers' Field Reports: submit copies of manufacturers field reports.
.6 Closeout Submittals: Provide operation and maintenance data for access flooring system
for incorporation into manual specified in Sections 01 78 00 - Closeout Submittals.
1.6 Quality Assurance
.1 All work and materials specified herein, shall be installed only by qualified installers with
proven training/certification by the manufacturer.
.2 Certificates:
.1 Submit certification, to demonstrate compliance of the access flooring system to
specification and specified standards by submitting:
.1 CSA or ULC certification.
.2 Government or independent testing agency test reports certifying that the
product meets the standard.
.3 Letter of certification from a responsible official of the manufacturer.
.4 Method for testing access flooring in accordance with Ceilings and
Interior Systems Construction Association (CISCA) standard test
procedures. Have tests performed by an independent testing laboratory
regularly engaged in testing of access floor components.
.2 Test Reports: certified test reports showing compliance with specified
performance characteristics and physical properties.
.3 Certificates: product certificates signed by manufacturer certifying materials
comply with specified performance characteristics and criteria and physical
requirements.
Department of National Defence ACCESS FLOORING Section 09 69 00
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.4 Pre-Installation Meetings: conduct pre-installation meeting to verify project
requirements, manufacturer's installation instructions and manufacturer's
warranty requirements.
1.7 Waste Management And Disposal
.1 Separate and recycle waste materials in accordance with Section 01 74 21 -
Construction/Demolition Waste Management and Disposal.
.2 Remove from site and dispose of packaging materials at appropriate recycling facilities.
.3 Collect and separate for disposal paper, plastic, polystyrene, corrugated cardboard
packaging material in appropriate on-site bins for recycling in accordance with Waste
Management Plan.
1.8 Maintenance
.1 Extra Materials:
.1 Provide maintenance materials special tools and spare parts in accordance with
Section 01 78 00 - Closeout Submittals.
.2 Provide 2% of total in spare floor panels complete with specified floor covering,
50 spare pedestals with associate stringers and components for maintenance use.
Store where directed. Identify each box.
.3 Provide 1 floor panel lifting device and wall mounting bracket for lifting device,
standard with access floor manufacturer.
Part 2 Products
2.1 Support Components
.1 Pedestals:
.1 Pedestal assemblies shall be corrosive resistant, all steel welded construction, and
shall provide an adjustment range of +/- 25mm.
.2 Pedestal assemblies shall provide a means of levelling and locking the assembly
at a selected height, which requires deliberate action to change height setting and
prevents vibration displacement.
.3 Pedestal head shall be designed with locating tabs and integral shape to interface
with the panel for positive lateral retention and positioning without fasteners.
Pedestal head shall be fabricated with integral sound deadening gasket.
.4 Hot dip galvanized steel pedestal head shall be welded to a threaded rod which
includes a specially designed adjusting nut. The nut shall provide location lugs
to engage the pedestal base assembly, such that deliberate action is required to
change the height setting.
.5 Threaded rod shall provide a specially designed anti-rotation device, such that
when the head assembly is engaged in the base assembly, the head cannot freely
rotate.
.6 Hot dip galvanized pedestal base assembly shall consist of a formed steel plate
with no less than 103cm2 of bearing area, welded to a 22mm square steel tube
and shall be designed to engage the head assembly.
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.7 Access grommets: textured plastic, sized to suit power and communication outlets colour
black.
.8 Plenum divider: galvanized steel sheet minimum 0.46 mm thick to 300 mm high; 0.6 mm
thick above 300 mm high. Locations of plenum dividers as indicated on the drawings.
.9 Plenum seal: closed cell neoprene, self-extinguishing and non-burning, designed to seal
between panel and plenum divider.
.10 Flexible temporary inflatable plenum divider constructed of woven, air permeable fabric
tubing system that upon fan powered inflation provides a barrier between structural sub-
floor and adjacent flooring tiles.
.1 System: assembly of multiple modular lengths that allow flexibility in size, but
generally include 4 straight lengths and 4 radius elbows. Sections to interconnect
using zipper connection.
.2 Fabric: UL-C compliant t with flame spread/smoke developed below 25/50.
.3 Inflation fan powered by 110v supply
.11 Polyethylene sheet: to CAN/CGSB-51.34.
.12 Pedestal stringer pad: resilient, electrically conductive.
2.4 Finishes
.1 Aluminum finishes:
.1 Finish exposed surfaces of aluminum components in accordance with Aluminum
Association Designation System for Aluminum Finishes.
.1 Anodic finish: designation Class 1 to AA-M12C22A41, #14 Clear.
.2 Appearance and properties of anodized finishes designated by the Aluminum
Association as Architectural Class 1, Protective and Decorative.
.2 Metal finishes:
.1 Steel components: Exposed steel components; thoroughly clean surfaces, spray
apply 1 coat CAN/CGSB-1.81 primer and two coats CAN/CGSB-1.88 type 2,
gloss CAN/CGSB-1.104 type 2 semi-gloss paint, colour selected by DCC
Representative . Individually bake each coat.
Part 3 Execution
3.1 Manufacturer's Instructions
.1 Compliance: comply with manufacturer's written data, including product technical
bulletins, product catalogue installation instructions, product carton installation
instructions, and data sheets.
3.2 Installation
.1 Install components to system manufacturer's instructions.
.2 Pedestals and stringers:
.1 Arrange pedestal assemblies to meet grid spacing required.
.2 Bond pedestals base plate to structural floor with adhesive.
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.3 When adhesive is cured no bond impairment acceptable when 178 N horizontal
force is applied to 300 mm high pedestals. Install additional pedestal assemblies
where grid pattern is disturbed by columns, walls, ramps, openings, and steps,
and at cut-outs that impair floor load capacity.
.4 Install stringers rigidly brace floor pedestals four ways.
.3 Floor panels:
.1 Install floor panels and floor finish solidly on pedestals, level to maximum
variation over entire floor of 1:2000.
.2 Install grilles perforated panels where indicated.
.3 Seal field cuts with plastic angles or channels. No exposed cut edges permitted.
.4 Allow for cutting holes in floor panels for installation of computer equipment and
air conditioning units. Include cable protection edging or sheet.
.5 Provide floor, ramp and steps complete with necessary edge trims, end closures
and lateral bracing at step edges and other locations where pedestal is not braced
four ways.
.4 Provide electrical grounding connectors.
.5 Install plenum dividers where indicated to provide positive air seal between sub-floor and
elevated floor. Include purpose made sponge rubber cut-out panels to ensure air-tight seal
where holes are cut in elevated floor for wires.
.6 Adhere base to wall at intersection of walls and access floor panels.
.7 Adjust floor panel system for smooth, quiet operation.
3.3 Field Quality Control
.1 Site Testing:
.1 Inspection and testing will be carried out by Testing Laboratory designated by
DCC Representative, as specified in Section 01 45 00 - Quality Control.
.2 DCC Representative will pay costs for testing, as specified in Section 01 29 83 -
Payment Procedures for Testing Laboratory Services.
.2 Manufacturer's Field Services:
.1 Have manufacturer of products supplied under this Section review Work
involved in handling, installation/application, protection and cleaning of its
products, and submit written reports in acceptable format to verify compliance of
Work with Contract.
.2 Provide manufacturer's field services consisting of product use recommendations
and periodic site visits for inspection of product installation in accordance with
manufacturer's instructions.
.3 Schedule site visits to review Work at stages listed:
.1 After delivery and storage of products, and when preparatory Work on
which Work of this Section depends is complete, but before installation
begins.
.2 Twice during progress of Work at 25% and 60% complete.
.3 Upon completion of Work, after cleaning is carried out.
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.4 Obtain reports within three days of review and submit.
3.4 Cleaning
.1 Perform cleaning after installation to remove construction and accumulated
environmental dirt.
.2 Clean surfaces after installation using manufacturer's recommended cleaning procedures.
.3 Clean aluminum with damp rag and approved non-abrasive cleaner.
.4 Upon completion of installation, remove surplus materials, rubbish, tools and equipment
barriers.
3.5 Protection
.1 Protect finished access floor with kraft paper, sealed at edges to prevent tearing.
.2 Protect finished access floor with 6 mm plywood. Reinforce access floor as per
manufacturer's recommendations.
END OF SECTION
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Part 1 General
1.1 Related Sections
.1 Section 09 91 23 – Interior Painting.
1.2 References
.1 Architectural Painting Specifications Manual, Master Painters Institute (MPI) 2008.
.2 Systems and Specifications Manual, SSPC Painting Manual, Volume Two, Society for
Protective Coatings (SSPC) 2008.
.3 Test Method for Measuring Total Volatile Organic Compound Content of Consumer
Products, Method 24 (for Surface Coatings) of the Environmental Protection Agency
(EPA).
.4 2005 National Fire Code of Canada.
1.3 Quality Assurance
.1 Contractor shall have a minimum of five years proven satisfactory experience. When
requested, provide a list of last three comparable jobs including, job name and location,
specifying authority, and project manager.
.2 Qualified journeymen who have a "Tradesman Qualification Certificate of Proficiency"
shall be engaged in painting work. Apprentices may be employed provided they work
under the direct supervision of a qualified journeyman in accordance with trade
regulations.
.3 Conform to latest MPI requirements for exterior painting work including preparation and
priming.
.4 Materials (primers, paints, coatings, varnishes, stains, lacquers, fillers, thinners, solvents,
etc.) shall be in accordance with MPI Painting Specification Manual "Approved Product"
listing and shall be from a single manufacturer for each system used.
.5 Other paint materials such as linseed oil, shellac, turpentine, etc. shall be the highest
quality product of an approved manufacturer listed in MPI Painting Specification Manual
and shall be compatible with other coating materials as required.
.6 Retain purchase orders, invoices and other documents to prove conformance with noted
MPI requirements when requested by DCC Representative.
.7 Standard of Acceptance:
.1 Walls: No defects visible from a distance of 1000 mm at 90° to surface.
.2 Soffits: No defects visible from floor at 45° to surface when viewed using final
lighting source.
.3 Final coat to exhibit uniformity of colour and uniformity of sheen across full
surface area.
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1.4 Environmental Performance Requirements
.1 Provide paint products meeting MPI "Environmentally Friendly" E2 ratings based on
VOC (EPA Method 24) content levels.
1.5 Inspection Requirements
.1 Exterior painting and decorating work shall be inspected by a Paint Inspection Agency
(inspector) acceptable to the specifying authority and local Painting Contractor's
Association. Painting contractor shall notify the Paint Inspection Agency a minimum of
one week prior to commencement of work and provide a copy of project painting
specification, plans and elevation drawings (including pertinent details) as well as a
Finish Schedule.
.2 Exterior surfaces requiring painting shall be inspected by the Paint Inspection Agency
who shall notify DCC Representative and General Contractor in writing of defects or
problems, prior to commencing painting work, or after prime coat shows defects in
substrate.
.3 Where "special" painting, coating or decorating system applications (i.e. elastomeric
coatings) or non-MPI listed products or systems are to be used, paint or coating
manufacturer shall provide as part of work, certification of surfaces and conditions for
specific paint or coating system application as well as on site supervision, inspection and
approval of their paint or coating system application as required at no additional cost to
Owner.
1.6 Scheduling Of Work
.1 Submit work schedule for various stages of painting to DCC Representative for approval.
Submit schedule minimum of 48 hours in advance of proposed operations.
.2 Obtain written authorization from DCC Representative for changes in work schedule.
.3 Schedule painting operations to prevent disruption of occupants in and about the
building.
1.7 Submittals
.1 Submit product data and manufacturer's installation/application instructions for paints
and coating products to be used in accordance with Section 01 33 00 - Submittal
Procedures.
.2 Upon completion, submit records of products used. List products in relation to finish
system and include the following:
.1 Product name, type and use.
.2 Manufacturer's product number.
.3 Colour numbers.
.4 MPI Environmentally Friendly classification system rating.
.5 Manufacturer's Material Safety Data Sheets (MSDS).
1.8 Samples
.1 Submit samples in accordance with Section 01 33 00 - Submittal Procedures.
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.2 Submit duplicate 200 x 300 mm sample panels of each paint and special finish with
specified paint or coating in colours, gloss/sheen and textures required to MPI Painting
Specification Manual standards submitted on the following substrate materials:
.1 3 mm plate steel for finishes over metal surfaces.
.2 13 mm birch plywood for finishes over wood surfaces.
.3 When approved, samples shall become acceptable standard of quality for appropriate
on-site surface with one of each sample retained on-site.
.4 Submit full range of available colours where colour availability is restricted.
1.9 Quality Control
.1 Provide mock-up in accordance with Section 01 45 00 - Quality Control.
.2 When requested by the DCC Representative, prepare and paint designated surface, area,
room or item (in each colour scheme) to requirements specified herein, with specified
paint or coating showing selected colours, gloss/sheen, textures and workmanship to MPI
Painting Specification Manual standards for review and approval. When approved,
surface, area, room and/or items shall become acceptable standard of finish quality and
workmanship for similar on-site work.
1.10 Extra Materials
.1 Submit maintenance materials in accordance with Section 01 78 00 - Closeout
Submittals.
.2 Submit one - one four litre can of each type and colour of primer stain finish coating.
Identify colour and paint type in relation to established colour schedule and finish system.
.3 Deliver to Contractor and store where directed.
1.11 Delivery, Handling and Storage
.1 Deliver, store and handle materials in accordance with Section 01 61 00 - Common
Product Requirements.
.2 Deliver and store materials in original containers, sealed, with labels intact.
.3 Labels shall clearly indicate:
.1 Manufacturer's name and address.
.2 Type of paint or coating.
.3 Compliance with applicable standard.
.4 Colour number in accordance with established colour schedule.
.4 Remove damaged, opened and rejected materials from site.
.5 Provide and maintain dry, temperature controlled, secure storage.
.6 Observe manufacturer's recommendations for storage and handling.
.7 Store materials and supplies away from heat generating devices.
.8 Store materials and equipment in a well ventilated area with temperature range 70C to
300C.
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.9 Store temperature sensitive products above minimum temperature as recommended by
manufacturer.
.10 Keep areas used for storage, cleaning and preparation, clean and orderly to approval of
DCC Representative. After completion of operations, return areas to clean condition to
approval of DCC Representative.
.11 Remove paint materials from storage only in quantities required for same day use.
.12 Comply with requirements of Workplace Hazardous Materials Information System
(WHMIS) regarding use, handling storage, and disposal of hazardous materials.
.13 Fire Safety Requirements:
.1 Provide one 9 kg Type ABC dry chemical fire extinguisher adjacent to storage
area.
.2 Store oily rags, waste products, empty containers and materials subject to
spontaneous combustion in ULC approved, sealed containers and remove from
site on a daily basis.
.3 Handle, store, use and dispose of flammable and combustible materials in
accordance with the National Fire Code of Canada.
1.12 Site Requirements
.1 Temperature, Humidity and Substrate Moisture Content Levels:
.1 Unless specifically pre-approved by specifying body, Paint Inspection Agency
and, applied product manufacturer, perform no painting work when:
.1 ambient air and substrate temperatures are below 10 deg C.
.2 substrate temperature is over 32 deg C unless paint is specifically
formulated for application at high temperatures.
.3 substrate and ambient air temperatures are expected to fall outside MPI
or paint manufacturer's prescribed limits.
.4 the relative humidity is above 85% or when dew point is less than 3 deg
C variance between air/surface temperature.
.5 rain or snow are forecast to occur before paint has thoroughly cured or
when it is foggy, misty, raining or snowing at site.
.2 Surface and Environmental Conditions:
.1 Apply paint finish only 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 only to adequately prepared surfaces and to surfaces within moisture
limits noted herein.
.3 Apply paint only when previous coat of paint is dry or adequately cured.
.4 Apply paint finishes only when conditions forecast for entire period of
application fall within manufacturer's recommendations.
.5 Do not apply paint when:
.1 Temperature is expected to drop below 10 deg C before paint has
thoroughly cured.
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.2 Substrate and ambient air temperatures are expected to fall outside MPI
or paint manufacturer's limits.
.3 Surface to be painted is wet, damp or frosted.
.6 Provide and maintain cover when paint must be applied in damp or cold weather.
Heat substrates and surrounding air to comply with temperature and humidity
conditions specified by manufacturer. Protect until paint is dry or until weather
conditions are suitable.
.7 Schedule painting operations such that surfaces exposed to direct, intense
sunlight are scheduled for completion during early morning.
.8 Remove paint from areas which have been exposed to freezing, excess humidity,
rain, snow or condensation. Prepare surface again and repaint.
.9 Paint occupied facilities in accordance with approved schedule only. Schedule
operations to approval of the DCC Representative such that painted surfaces will
have dried and cured sufficiently before occupants are affected.
1.13 Waste Management And Disposal
.1 Separate and recycle waste materials in accordance with Section 01 74 19 -
Construction/Demolition Waste Management and Disposal.
.2 Paint, stain and wood preservative finishes and related materials (thinners, solvents, etc.)
are regarded as hazardous products and are subject to regulations for disposal.
Information on these controls can be obtained from Provincial Ministries of Environment
and Regional levels of Government.
.3 Material which cannot be reused must be treated as hazardous waste and disposed of in
an appropriate manner.
.4 Place materials defined as hazardous or toxic waste, including used sealant and adhesive
tubes and containers, in containers or areas designated for hazardous waste.
.5 To reduce the amount of contaminants entering waterways, sanitary/storm drain systems
or into the ground the following procedures shall be strictly adhered to:
.1 Retain cleaning water for water-based materials to allow sediments to be filtered
out.
.2 Retain cleaners, thinners, solvents and excess paint and place in designated
containers and ensure proper disposal.
.3 Return solvent and oil soaked rags used during painting operations for
contaminant recovery, proper disposal, or appropriate cleaning and laundering.
.4 Dispose of contaminants in an approved legal manner in accordance with
hazardous waste regulations.
.5 Empty paint cans are to be dry prior to disposal or recycling (where available).
.6 Where paint recycling is available, collect waste paint by type and provide for delivery to
recycling or collection facility.
.7 Set aside and protect surplus and uncontaminated finish materials. Deliver to or arrange
collection by employees, individuals, or organizations for verifiable re-use or
re-manufacturing.
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.8 Close and seal tightly partly used sealant and adhesive containers and store protected in
well ventilated fire-safe area at moderate temperature.
Part 2 Products
2.1 Materials
.1 Paint materials listed in the latest edition of the MPI Approved Products List (APL) are
acceptable for use on this project.
.2 Paint materials for paint systems shall be products of a single manufacturer.
.3 Only qualified products with E2 "Environmentally Friendly" rating are acceptable for use
on this project.
.4 Paints, coatings, adhesives, solvents, cleaners, lubricants, and other fluids, shall:
.1 be water-based water soluble water clean-up.
.2 be non-flammable biodegradable.
.3 be manufactured without compounds which contribute to ozone depletion in the
upper atmosphere.
.4 be manufactured without compounds which contribute to smog in the lower
atmosphere.
.5 not contain methylene chloride, chlorinated hydrocarbons, toxic metal pigments.
.5 Water-borne surface coatings must be manufactured and transported in a manner that
steps of processes, including disposal of waste products arising therefrom, will meet
requirements of applicable governmental acts, by-laws and regulations including, for
facilities located in Canada, Fisheries Act and Canadian Environmental Protection Act
(CEPA).
.6 Water-borne surface coatings must not be formulated or manufactured with aromatic
solvents, formaldehyde, halogenated solvents, mercury, lead, cadmium, hexavelant
chromium or their compounds.
.7 Water-borne surface coatings and recycled water-borne surface coatings must have a
flash point of 61.0 deg C or greater.
.8 Both water-borne surface coatings and recycled water-borne surface coatings must be
made by a process that does not release:
.1 Matter in undiluted production plant effluent generating a 'Biochemical Oxygen
Demand' (BOD) in excess of 15 mg/L to a natural watercourse or a sewage
treatment facility lacking secondary treatment.
.2 Total Suspended Solids (TSS) in undiluted production plant effluent in excess of
15 mg/L to a natural watercourse or a sewage treatment facility lacking
secondary treatment.
.9 Water-borne paints and stains, recycled water-borne surface coatings and water borne
varnishes must meet a minimum "Environmentally Friendly" E2 rating.
.10 Recycled water-borne surface coatings must contain 50 % post-consumer material by
volume.
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.11 Recycled water-borne surface coatings must not contain:
.1 Lead in excess of 600.0 ppm weight/weight total solids.
.2 Mercury in excess of 50.0 ppm weight/weight total product.
.3 Cadmium in excess of 1.0 ppm weight/weight total product.
.4 Hexavelant chromium in excess of 3.0 ppm weight/weight total product.
.5 Organochlorines or polychlorinated biphenyls (PCBS) in excess of 1.0 ppm
weight/weight total product.
.12 The following must be performed on each batch of consolidated post-consumer material
before surface coating is reformulated and canned. These tests must be performed at a
laboratory or facility which has been accredited by the Standards Council of Canada.
.1 Lead, cadmium and chromium are to be determined using ICP-AES (Inductively
Coupled Plasma - Atomic Emission Spectroscopy) technique no. 6010 as defined
in EPA SW-846.
.2 Mercury is to be determined by Cold Vapour Atomic Absorption Spectroscopy
using Technique no. 7471 as defined in EPA SW-846.
.3 Organochlorines and PCBs are to be determined by Gas Chromatography using
Technique no. 8081 as defined in EPA SW-846.
2.2 Colours
.1 DCC Representative will provide Colour Schedule after Contract award.
.2 Selection of colours will be from manufacturers full range of colours.
.3 Where specific products are available in a restricted range of colours, selection will be
based on the limited range.
.4 Second coat in a three coat system to be tinted slightly lighter colour than top coat to
show visible difference between coats.
2.3 Mixing and Tinting
.1 Perform colour tinting operations prior to delivery of paint to site. On-site tinting of
painting materials is allowed only with DCC Representative's written permission.
.2 Paste, powder or catalyzed paint mixes shall be mixed in strict accordance with
manufacturer's written instructions.
.3 Where thinner is used, addition shall not exceed paint manufacturer's recommendations.
Do not use kerosene or any such organic solvents to thin water-based paints.
.4 Thin paint for spraying according in strict accordance with paint manufacturer's
instructions. If directions are not on container, obtain instructions in writing from
manufacturer and provide copy of instructions to DCC Representative.
.5 Re-mix paint in containers prior to and during application to ensure break-up of lumps,
complete dispersion of settled pigment, and colour and gloss uniformity.
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2.4 Gloss/sheen Ratings
.1 Paint gloss shall be defined as the sheen rating of applied paint, in accordance with the
following values:
Gloss Level Category Units @ 60degrees Units @ 60degrees G1 - matte finish 0 to 5 max. 10
G2 - velvet finish 0 to 10 10 to 35
G3 - eggshell finish 10 to 25 10 to 35
G4 - satin finish 20 to 35 min. 35
G5 - semi-gloss finish 35 to 70
G6 - gloss finish 70 to 85
G7 - high gloss finish 85
.2 Gloss level ratings of painted surfaces shall be as specified herein and as noted on Finish
Schedule.
2.5 Exterior Painting Systems
.1 Asphalt Surfaces: zone/traffic marking for drive and parking areas, etc.
.1 EXT 2.1B Alkyd zone/traffic marking finish.
.2 Galvanized Metal: not chromate passivated (doors and frames).
.1 EXT 5.3B – Alkyd, gloss level G1 finish.
2.6 Special Finishes:
.1 Exterior structural and miscellaneous steel, prime painted and galvanized.
.1 High Performance Polyurethane Coating as specified in Section 09 97 19.
Part 3 Execution
3.1 General
.1 Perform preparation and operations for exterior painting in accordance with MPI Painting
Specifications Manual except where specified otherwise.
.2 Apply paint materials in accordance with paint manufacturer's written application
instructions.
3.2 Protection
.1 Protect existing building surfaces and adjacent structures from paint spatters, markings
and other damage by suitable non-staining covers or masking. If damaged, clean and
restore such surfaces as directed by DCC Representative.
.2 Protect items that are permanently attached such as Fire Labels on doors and frames.
.3 Protect factory finished products and equipment.
.4 Protect passing pedestrians, and general public in and about the building.
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.5 Removal of light fixtures, surface hardware on doors, and other surface mounted
equipment, fittings and fastenings shall be done prior to undertaking painting operations
by General Contractor. Items shall be securely stored and re-installed after painting is
completed by General Contractor.
.6 Move and cover exterior furniture and portable equipment as necessary to carry out
painting operations. Replace as painting operations progress.
.7 As painting operations progress, place "WET PAINT" signs in pedestrian and vehicle
traffic areas to approval of DCC Representative.
3.3 Cleaning And Preparation
.1 Clean and prepare exterior surfaces in accordance with MPI Painting Specification
Manual requirements. Refer to the MPI Manual in regard to specific requirements and as
follows:
.1 Remove dust, dirt, and other surface debris by brushing, wiping with dry, clean
cloths or compressed air.
.2 Wash surfaces with a biodegradable detergent (and bleach where applicable) and
clean warm water using a stiff bristle brush to remove dirt, oil and other surface
contaminants.
.3 Rinse scrubbed surfaces with clean water until foreign matter is flushed from
surface.
.4 Allow surfaces to drain completely and allow to dry thoroughly.
.5 Prepare surfaces for water-based painting, water-based cleaners should be used in
place of organic solvents.
.6 Use trigger operated spray nozzles for water hoses.
.7 Many water-based paints cannot be removed with water once dried. However,
minimize the use of kerosene or any such organic solvents to clean up
water-based paints.
.2 Prevent contamination of cleaned surfaces by salts, acids, alkalis, other corrosive
chemicals, grease, oil and solvents before prime coat is applied and between applications
of remaining coats. Apply primer, paint, or pretreatment as soon as possible after
cleaning and before deterioration occurs.
.3 Where possible, prime surfaces of new wood surfaces before installation. Use same
primers as specified for exposed surfaces.
.1 Apply vinyl sealer to MPI #36 over knots, pitch, sap and resinous areas.
.2 Apply wood filler to nail holes and cracks.
.3 Tint filler to match stains for stained woodwork.
.4 Sand and dust between coats as required to provide adequate adhesion for next coat and
to remove defects visible from a distance up to 1000 mm.
.5 Clean metal surfaces to be painted by removing rust, loose mill scale, welding slag, dirt,
oil, grease and other foreign substances in accordance with MPI requirements. Remove
traces of blast products from surfaces, pockets and corners to be painted by brushing with
clean brushes blowing with clean dry compressed air, or brushing/vacuum cleaning.
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.6 Touch up of shop primers with primer as specified in applicable section. Major touch-up
including cleaning and painting of field connections, welds, rivets, nuts, washers, bolts,
and damaged or defective paint and rusted areas, shall be by supplier of fabricated
material.
.7 Do not apply paint until prepared surfaces have been accepted by the DCC
Representative.
3.4 Application
.1 Method of application to be as approved by DCC Representative. Apply paint by brush
or airless sprayer. Conform to manufacturer's application instructions unless specified
otherwise.
.2 Brush Application:
.1 Apply paint in a uniform layer using brush of types suitable for application.
.2 Work paint into cracks, crevices and corners.
.3 Paint surfaces and corners not accessible to brush using spray, daubers and/or
sheepskins. Paint surfaces and corners not accessible to roller using brush,
daubers or sheepskins.
.4 Brush out runs and sags, and over-lap marks.
.5 Remove runs, sags and brush marks from finished work and repaint.
.3 Spray Application:
.1 Provide and maintain equipment that is suitable for intended purpose, capable of
properly atomizing paint to be applied, and equipped with suitable pressure
regulators and gauges.
.2 Keep paint ingredients properly mixed in containers during paint application
either by continuous mechanical agitation or by intermittent agitation as
frequently as necessary.
.3 Apply paint in a uniform layer, with overlapping at edges of spray pattern.
.4 Brush out immediately runs and sags.
.5 Use brushes to work paint into cracks, crevices and places which are not
adequately painted by spray.
.4 Use dipping, sheepskins or daubers only when no other method is practical in places of
difficult access and only when specifically authorized by DCC Representative.
.5 Apply coats of paint as a continuous film of uniform thickness. Repaint thin spots or
bare areas before next coat of paint is applied.
.6 Allow surfaces to dry and properly cure after cleaning and between subsequent coats for
minimum time period as recommended by manufacturer.
.7 Sand and dust between coats to remove visible defects.
.8 Finish surfaces both above and below sight lines as specified for surrounding surfaces,
including such surfaces as projecting ledges.
.9 Finish top, bottom, edges and cutouts of doors after fitting as specified for door surfaces.
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3.5 Mechanical/Electrical Equipment
.1 Unless otherwise specified, paint exterior exposed mechanical units, ductwork, conduits,
piping, and hangers with colour and finish to match adjacent surfaces, except as noted
otherwise.
.2 Touch up scratches and marks on factory painted finishes and equipment with paint as
supplied by manufacturer of equipment.
.3 Do not paint over nameplates.
.4 Paint fire protection piping red.
.5 Paint gas piping yellow where horizontal on top of roof surfaces only; paint to match
exterior walls in vertical application.
3.6 Field Quality Control
.1 Field inspection of exterior painting operations to be carried out by independent
inspection firm as designated by DCC Representative.
.2 Advise DCC Representative when each surface and applied coating is ready for
inspection. Do not proceed with subsequent coats until previous coat has been approved.
.3 Co-operate with inspection firm and provide access to areas of work.
3.7 Restoration
.1 Clean and re-install all hardware items removed before undertaken painting operations.
.2 Remove protective coverings and warning signs as soon as practical after operations
cease.
.3 Remove paint splashings on exposed surfaces that were not painted. Remove smears and
spatter immediately as operations progress, using compatible solvent.
.4 Protect freshly completed surfaces from paint droppings and dust to approval of DCC
Representative . Avoid scuffing newly applied paint.
.5 Restore areas used for storage, cleaning, mixing and handling of paint to clean condition
as approved by DCC Representative.
END OF SECTION
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.2 Furred areas.
.3 Ceiling plenums.
.4 Pipe spaces.
.5 Duct shafts.
.6 Elevator shafts.
.3 Finished Metal Surfaces: May include the following:
.1 Anodized aluminum.
.2 Stainless steel.
.3 Chromium plate.
.4 Copper and copper alloys.
.5 Bronze and brass.
.4 Operating Parts: May include moving parts of operating equipment and the
following:
.1 Valve and damper operators.
.2 Linkages.
.3 Sensing devices.
.4 Motor and fan shafts.
.5 Mechanical Ducts or Pipes: May include:
.1 PVC or aluminum clad insulated pipes or ducts.
.6 Labels: May include:
.1 ULC, WHI, CSA, or other code required labels.
.2 Equipment name, identification, performance rating, or nomenclature
plates.
1.3 References
.1 American Society for Testing and Materials (ASTM):
.1 ASTM D16-03, Standard Terminology for Paint, Related Coatings, Materials,
and Applications
.2 ASTM E84-04 Standard Test Method for Surface Burning Characteristics of
Building Materials
.3 ASTM F1869-04, Test Method for Measuring Moisture Vapor Emission Rate of
Concrete Subfloor Using Anhydrous Calcium Chloride
.2 Canadian Standards Association (CSA):
.1 CSA A23.1/A23.2-04, Concrete Materials and Methods of Concrete Construction
.3 Canadian General Standards Board (CGSB):
.1 CGSB 1 Series of Standards contained in the MPI Manual Description of
Products, for products forming a part of the specified systems.
.2 CAN/CGSB-85.10-99, Protective Coatings for Metals
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.3 CAN/CGSB 85.100-93, Painting
.4 Environmental Choice Program (ECP):
.1 Paints and Surface Coatings, Low VOC Product Listings
.5 Health Canada / Workplace Hazardous Materials Information System (WHMIS)
.1 Material Safety Data Sheets (MSDS).
.6 Master Painters Institute (MPI)
.1 MPI Architectural Painting Specifications Manual, 2004.
.7 National Fire Code of Canada
.8 Society for Protective Coatings (SSPC)
.1 SSPC Painting Manual, Volume Two, 8th Edition, Systems and Specifications
Manual.
1.4 Quality Assurance
.1 Qualifications:
.1 Contractor: minimum of five years proven satisfactory experience. Provide list
of last three comparable jobs including, job name and location, specifying
authority, and project manager.
.2 Journeymen: qualified journeymen who have "Tradesman Qualification
Certificate of Proficiency" engaged in painting work.
.3 Apprentices: working under direct supervision of qualified trades person in
accordance with trade regulations.
.1 Supplier: Obtain block fillers and primers for each coating system from the same
manufacturer as the finish coats and as follows:
.1 Use only paint manufacturers and products as listed under
the Approved Products section of the MPI Manual
Architectural Painting Specification Manual.
.2 Use only paint from manufacturers that offer a minimum of
five (5) base tints (White/Pastel; Medium; Dark; and a
minimum of two additional coloured bases) requiring no
more than 90 grams/L of colourant to achieve the scheduled
colours, and as follows:
.1 Clear or neutral tint base paints will not be acceptable
for use on this project.
.2 Paints that readily scuff, varnish or oxidize on contact
after manufacturer’s recommended curing period will
not be acceptable for use on this project.
.2 Mock-Ups:
.1 Construct mock-ups in accordance with Section 01 45 00 - Quality Control .
.1 Provide 2440mm x 3050mm mock-up. Prepare and paint designated
surface, area, room or item (in each colour scheme) to specified
requirements, with specified paint or coating showing selected colours,
gloss/sheen, textures.
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.2 Mock-up will be used:
.1 To judge workmanship, substrate preparation, operation of
equipment and material application and workmanship to MPI
Architectural Painting Specification Manual standards.
.3 Locate where directed.
.4 Allow 24 hours for inspection of mock-up before proceeding with work.
.5 When accepted, mock-up will demonstrate minimum standard of quality
required for this work. Approved mock-up may remain as part of
finished work. Remove mock-up and dispose of materials when no
longer required and when directed by DCC Representative.
.3 Pre-Installation Meeting:
.1 Convene pre-installation meeting one week prior to beginning work of this
Section and on-site installations.
.1 Verify project requirements.
.2 Review installation and substrate conditions.
.3 Coordination with other building subtrades.
.4 Review manufacturer's installation instructions and warranty
requirements.
.4 Health and Safety:
.1 Do construction occupational health and safety in accordance with Section
01 35 29.06 - Health and Safety Requirements.
1.5 Scheduling
.1 Submit work schedule for various stages of painting to DCC Representative for review.
Submit schedule minimum of 48 hours in advance of proposed operations.
.2 Obtain written authorization from DCC Representative for changes in work schedule.
.3 Schedule painting operations to prevent disruption of occupants.
1.6 Submittals
.1 Submittals in accordance with Section 01 33 00 - Submittal Procedures.
.2 Product Data:
.1 Submit product data and instructions for each paint and coating product to be
used.
.2 Submit product data for the use and application of paint thinner.
.3 Submit two copies of Workplace Hazardous Materials Information System
(WHMIS) Material Safety Data Sheets (MSDS) in accordance with Section
01 33 00 - Submittal Procedures. Indicate VOCs during application and curing.
.3 Samples:
.1 Submit full range colour sample chips to indicate where colour availability is
restricted.
.2 Submit duplicate 200 x 300 mm sample panels of each paint, stain, clear coating,
and special finish with specified paint or coating in colours, gloss/sheen and
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textures required to MPI Architectural Painting Specification Manual standards
submitted on following substrate materials:
.1 3 mm plate steel for finishes over metal surfaces.
.2 13 mm birch plywood for finishes over wood surfaces.
.3 50 mm concrete block for finishes over concrete or concrete masonry
surfaces.
.4 13 mm gypsum board for finishes over gypsum board and other smooth
surfaces.
.3 Retain reviewed samples on-site to demonstrate acceptable standard of quality
for appropriate on-site surface.
.4 Test reports: submit certified test reports for paint from approved independent
testing laboratories, indicating compliance with specifications for specified
performance characteristics and physical properties.
.1 Lead, cadmium and chromium: presence of and amounts.
.2 Mercury: presence of and amounts.
.3 Organochlorines and PCBs: presence of and amounts.
.5 Certificates: submit certificates signed by manufacturer certifying that materials
comply with specified performance characteristics and physical properties.
.6 Manufacturer's Instructions:
.1 Submit manufacturer's installation and application instructions.
.4 Informational Submittals: Provide the following submittals when requested by
the DCC Representative:
.1 Certification: Submit certification reports for paint products indicating
that they meet or exceed low VOC and coloured base requirements
listed in this Section.
.2 Purchase Orders: Retain purchase orders, invoices and other
documents for verification of compliance with specification and design
requirements.
.3 Closeout Submittals: submit maintenance data for incorporation into manual
specified in Section 01 78 00 - Closeout Submittals include following:
.1 Product name, type and use.
.2 Manufacturer's product number.
.3 Colour numbers.
.4 MPI Environmentally Friendly classification system rating.
1.7 Maintenance
.1 Extra Materials:
.1 Deliver to extra materials from same production run as products installed.
Package products with protective covering and identify with descriptive labels.
Comply with Section 01 78 00 - Closeout Submittals.
.2 Quantity: provide one - one litre can of each type and colour of primer stain
finish coating. Identify colour and paint type in relation to established colour
schedule and finish system.
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.3 Delivery, storage and protection: comply with DCC Representative requirements
for delivery and storage of extra materials.
1.8 Delivery, Storage and Handling
.1 Packing, Shipping, Handling and Unloading:
.1 Pack, ship, handle and unload materials in accordance with Section 01 61 00 -
Common Product Requirements and manufacturer's written instructions.
.2 Acceptance at Site:
.1 Identify products and materials with labels indicating:
.1 Manufacturer's name and address.
.2 Type of paint or coating.
.3 Compliance with applicable standard.
.4 Colour number in accordance with established colour schedule.
.3 Remove damaged, opened and rejected materials from site.
.4 Storage and Protection:
.1 Provide and maintain dry, temperature controlled, secure storage.
.2 Store materials and supplies away from heat generating devices.
.3 Store materials and equipment in well ventilated area with temperature range 7
degrees C to 30 degrees C.
.5 Store temperature sensitive products above minimum temperature as recommended by
manufacturer.
.6 Keep areas used for storage, cleaning and preparation clean and orderly. After completion
of operations, return areas to clean condition.
.7 Remove paint materials from storage only in quantities required for same day use.
.8 Fire Safety Requirements:
.1 Provide one 9 kg Type ABC fire extinguisher adjacent to storage area.
.2 Store oily rags, waste products, empty containers and materials subject to
spontaneous combustion in ULC approved, sealed containers and remove from
site on a daily basis.
.3 Handle, store, use and dispose of flammable and combustible materials in
accordance with National Fire Code of Canada requirements.
.9 Waste Management and Disposal:
.1 Separate waste materials for reuse and recycling in accordance with
Section01 74 21 - Construction/Demolition Waste Management and Disposal.
.2 Remove from site and dispose of packaging materials at appropriate recycling
facilities.
.3 Collect and separate for disposal paper. plastic, polystyrene, and corrugated
cardboard packaging material in appropriate on-site bins for recycling in
accordance with Waste Management Plan (WMP).
.4 Separate for reuse and recycling and place in designated containers Steel, Metal,
and Plastic waste in accordance with Waste Management Plan (WMP).
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.5 Place materials defined as hazardous or toxic in designated containers.
.6 Handle and dispose of hazardous materials in accordance with CEPA, Regional
and Municipal, regulations.
.7 Ensure emptied containers are sealed and stored safely.
.8 Unused paint coating materials must be disposed of at official hazardous material
collections site as approved by DCC Representative.
.9 Paint, stain and wood preservative finishes and related materials (thinners, and
solvents) are regarded as hazardous products and are subject to regulations for
disposal. Information on these controls can be obtained from Provincial
Ministries of Environment and Regional levels of Government.
.10 Material which cannot be reused must be treated as hazardous waste and
disposed of in an appropriate manner.
.11 Place materials defined as hazardous or toxic waste, including used sealant and
adhesive tubes and containers, in containers or areas designated for hazardous
waste.
.12 To reduce the amount of contaminants entering waterways, sanitary/storm drain
systems or into ground follow these procedures:
.1 Retain cleaning water for water-based materials to allow sediments to be
filtered out.
.2 Retain cleaners, thinners, solvents and excess paint and place in
designated containers and ensure proper disposal.
.3 Return solvent and oil soaked rags used during painting operations for
contaminant recovery, proper disposal, or appropriate cleaning and
laundering.
.4 Dispose of contaminants in approved legal manner in accordance with
hazardous waste regulations.
.5 Empty paint cans are to be dry prior to disposal or recycling (where
available).
.13 Where paint recycling is available, collect waste paint by type and provide for
delivery to recycling or collection facility.
1.9 Site Conditions
.1 Heating, Ventilation and Lighting:
.1 Ventilate enclosed spaces in accordance with Section 01 56 00.
.2 Provide heating facilities to maintain ambient air and substrate temperatures
above 10 degrees C for 24 hours before, during and after paint application until
paint has cured sufficiently.
.3 Provide continuous ventilation for seven days after completion of application of
paint.
.4 Coordinate use of existing ventilation system with DCC Representative and
ensure its operation during and after application of paint as required.
.5 Provide temporary ventilating and heating equipment where permanent facilities
are not available or supplemental ventilating and heating equipment if ventilation
and heating from existing system is inadequate to meet minimum requirements.
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.6 Provide minimum lighting level of 323 Lux on surfaces to be painted.
.2 Temperature, Humidity and Substrate Moisture Content Levels:
.1 Unless pre-approved written approval by Specifying body and product
manufacturer, perform no painting when:
.1 Ambient air and substrate temperatures are below 10 degrees C.
.2 Substrate temperature is above 32 degrees C unless paint is specifically
formulated for application at high temperatures.
.3 Substrate and ambient air temperatures are not expected to fall within
MPI or paint manufacturer's prescribed limits.
.4 The relative humidity is under 85% or when the dew point is more than 3
degrees C variance between the air/surface temperature. Paint should not
be applied if the dew point is less than 3 degrees C below the ambient or
surface temperature. Use sling psychrometer to establish the relative
humidity before beginning paint work.
.5 Rain or snow are forecast to occur before paint has thoroughly cured or
when it is foggy, misty, raining or snowing at site.
.6 Ensure that conditions are within specified limits during drying or curing
process, until newly applied coating can itself withstand 'normal' adverse
environmental factors.
.2 Perform painting work when maximum moisture content of the substrate is
below:
.1 Allow new concrete and masonry to cure minimum of 28 days.
.2 15% for wood.
.3 12% for plaster and gypsum board.
.3 Test for moisture using calibrated electronic Moisture Meter. Test concrete floors
for moisture using "cover patch test".
.4 Test concrete, masonry and plaster surfaces for alkalinity as required.
.3 Surface and Environmental Conditions:
.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.
.4 Additional interior application requirements:
.1 Apply paint finishes when temperature at location of installation can be
satisfactorily maintained within manufacturer's recommendations.
.2 Apply paint in occupied facilities during silent hours only. Schedule operations to
approval of DCC Representative such that painted surfaces will have dried and
cured sufficiently before occupants are affected.
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.8 Formulate and manufacture water-borne surface coatings with no aromatic solvents,
formaldehyde, halogenated solvents, mercury, lead, cadmium, hexavalent chromium or
their compounds.
.9 Flash point: 61.0 degrees C or greater for water-borne surface coatings and recycled
water-borne surface coatings.
.10 Recycled water-borne surface coatings to contain 50 % post-consumer material by
volume.
.11 Recycled water-borne surface coatings must not contain:
.1 Lead in excess of 600.0 ppm weight/weight total solids.
.2 Mercury in excess of 50.0 ppm weight/weight total product.
.3 Cadmium in excess of 1.0 ppm weight/weight total product.
.4 Hexavelant chromium in excess of 3.0 ppm weight/weight total product.
.5 Organochlorines or polychlorinated biphenyls (PCBS) in excess of 1.0 ppm
weight/weight total product.
2.3 Colours
.1 DCC Representative will provide Colour Schedule after Contract award.
.2 Selection of colours from manufacturers full range of colours.
.3 Where specific products are available in restricted range of colours, selection based on
limited range.
.4 Second coat in three coat system to be tinted slightly lighter colour than top coat to show
visible difference between coats.
2.4 Mixing and Tinting
.1 Perform colour tinting operations prior to delivery of paint to site. Obtain written
approval from DCC Representative for tinting of painting materials.
.2 Mix paste, powder or catalyzed paint mixes in accordance with manufacturer's written
instructions.
.3 Use and add thinner in accordance with paint manufacturer's recommendations. Do not
use kerosene or similar organic solvents to thin water-based paints.
.4 Thin paint for spraying in accordance with paint manufacturer's instructions.
.5 Re-mix paint in containers prior to and during application to ensure break-up of lumps,
complete dispersion of settled pigment, and colour and gloss uniformity.
2.5 Interior Painting Systems
.1 Concrete horizontal surfaces: floors and stairs:
.1 INT 3.2G - Waterborne concrete floor sealer, matte.
.2 Concrete masonry units: smooth and split face block and brick:
.1 INT 4.2A - Latex eggshell finish.
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.3 Structural steel: columns, beams, joists:
.1 INT 5.1CC - Waterborne dry fall finish (over quick dry shop primer) for dry
locations only.
.4 Structural steel and metal fabrications: miscellaneous:
.1 INT 5.1Q - Latex semi-gloss finish (over alkyd primer).
.5 Dressed lumber: including doors, door and window frames, casings, mouldings:
.1 INT 6.3E - Polyurethane varnish insert gloss level finish (over stain) satin.
.2 INT 6.3S - Clear fire retardant finish (ULC rated) satin.
.3 INT 6.3Z - Clear (2 component) polyurethane finish, satin.
.6 Wood panelling and casework: partitions, panels, shelving, millwork:
.1 INT 6.4E - Polyurethane varnish insert gloss level finish (over stain) satin.
.2 INT 6.4J - Polyurethane varnish insert gloss level finish satin.
.3 INT 6.4Q - Clear fire retardant coating (ULC rated) satin.
.7 Plaster and gypsum board: gypsum wallboard, drywall:
.1 INT 9.2M - Institutional low odour/low VOC Latex, eggshell finish.
.8 Plaster and gypsum board: gypsum wallboard, drywall:
.1 INT 9.2B – High Performance Architectural low odour/low VOC Latex, eggshell
finish.
.9 Canvas and cotton coverings.
.1 INT 10.1D - Institutional low odour/low VOC Latex, eggshell finish.
Part 3 Execution
3.1 Manufacturer's Instructions
.1 Compliance: comply with manufacturer's written recommendations or specifications,
including product technical bulletins, handling, storage and installation instructions, and
data sheet.
3.2 General
.1 Perform preparation and operations for interior painting in accordance with MPI
Architectural Painting Specifications Manual except where specified otherwise.
.2 Apply paint materials in accordance with paint manufacturer's written application
instructions.
3.3 Examination
.1 Investigate existing substrates for problems related to proper and complete preparation of
surfaces to be painted. Report to DCC Representative damages, defects, unsatisfactory or
unfavourable conditions before proceeding with work.
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.2 Conduct moisture testing of surfaces to be painted using properly calibrated electronic
moisture meter, except test concrete floors for moisture using simple "cover patch test".
Do not proceed with work until conditions fall within acceptable range as recommended
by manufacturer.
.3 Maximum moisture content as follows:
.1 Stucco, plaster and gypsum board: 12%.
.2 Concrete: 12%.
.3 Clay and Concrete Block/Brick: 12 %.
.4 Wood: 15%.
3.4 Preparation
.1 Protection:
.1 Protect existing building surfaces and adjacent structures from paint spatters,
markings and other damage by suitable non-staining covers or masking. If
damaged, clean and restore surfaces as directed by DCC Representative.
.2 Protect items that are permanently attached such as Fire Labels on doors and
frames.
.3 Protect factory finished products and equipment.
.2 Surface Preparation:
.1 Remove electrical cover plates, light fixtures, surface hardware on doors, bath
accessories and other surface mounted equipment, fittings and fastenings prior to
undertaking painting operations. Identify and store items in secure location and
re-installed after painting is completed.
.2 Move and cover furniture and portable equipment as necessary to carry out
painting operations. Replace as painting operations progress.
.3 Place "WET PAINT" signs in occupied areas as painting operations progress.
Signs to approval of DCC Representative.
.3 Clean and prepare surfaces in accordance with MPI Architectural Painting Specification
Manual requirements. Refer to MPI Manual in regard to specific requirements and as
follows:
.1 Remove dust, dirt, and other surface debris by vacuuming, and wiping with dry,
clean cloths .
.2 Wash surfaces with a biodegradable detergent (bleach where applicable) and
clean warm water using a stiff bristle brush to remove dirt, oil and other surface
contaminants.
.3 Rinse scrubbed surfaces with clean water until foreign matter is flushed from
surface.
.4 Allow surfaces to drain completely and allow to dry thoroughly.
.5 Prepare surfaces for water-based painting, water-based cleaners should be used in
place of organic solvents.
.6 Use trigger operated spray nozzles for water hoses.
.7 Many water-based paints cannot be removed with water once dried. Minimize
use of mineral spirits or organic solvents to clean up water-based paints.
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.4 Prevent contamination of cleaned surfaces by salts, acids, alkalis, other corrosive
chemicals, grease, oil and solvents before prime coat is applied and between applications
of remaining coats. Apply primer, paint, or pretreatment as soon as possible after
cleaning and before deterioration occurs.
.5 Where possible, prime non-exposed surfaces of new wood surfaces before installation.
Use same primers as specified for exposed surfaces.
.1 Apply vinyl sealer to MPI #36 over knots, pitch, sap and resinous areas.
.2 Apply wood filler to nail holes and cracks.
.3 Tint filler to match stains for stained woodwork.
.6 Sand and dust between coats as required to provide adequate adhesion for next coat and
to remove defects visible from a distance up to 1000 mm.
.7 Clean metal surfaces to be painted by removing rust, loose mill scale, welding slag, dirt,
oil, grease and other foreign substances in accordance with MPI requirements. Remove
traces of blast products from surfaces, pockets and corners to be painted by brushing with
clean brushes.
.8 Touch up of shop primers with primer as specified.
.9 Do not apply paint until prepared surfaces have been accepted by DCC Representative.
3.5 Application
.1 Apply paint by brush, roller, air sprayer or airless sprayer. Conform to manufacturer's
application instructions unless specified otherwise.
.2 Brush and Roller Application:
.1 Apply paint in uniform layer using brush and/or roller type suitable for
application.
.2 Work paint into cracks, crevices and corners.
.3 Paint surfaces and corners not accessible to brush using spray, daubers and/or
sheepskins. Paint surfaces and corners not accessible to roller using brush,
daubers or sheepskins.
.4 Brush and/or roll out runs and sags, and over-lap marks. Rolled surfaces free of
roller tracking and heavy stipple.
.5 Remove runs, sags and brush marks from finished work and repaint.
.3 Spray application:
.1 Provide and maintain equipment that is suitable for intended purpose, capable of
atomizing paint to be applied, and equipped with suitable pressure regulators and
gauges.
.2 Keep paint ingredients properly mixed in containers during paint application
either by continuous mechanical agitation or by intermittent agitation as
frequently as necessary.
.3 Apply paint in uniform layer, with overlapping at edges of spray pattern. Back
roll first coat application.
.4 Brush out immediately all runs and sags.
.5 Use brushes and rollers to work paint into cracks, crevices and places which are
not adequately painted by spray.
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.4 Use dipping, sheepskins or daubers only when no other method is practical in places of
difficult access.
.5 Apply coats of paint continuous film of uniform thickness. Repaint thin spots or bare
areas before next coat of paint is applied.
.6 Allow surfaces to dry and properly cure after cleaning and between subsequent coats for
minimum time period as recommended by manufacturer.
.7 Sand and dust between coats to remove visible defects.
.8 Finish surfaces both above and below sight lines as specified for surrounding surfaces,
including such surfaces as tops of interior cupboards and cabinets and projecting ledges.
.9 Finish closets and alcoves as specified for adjoining rooms.
.10 Finish top, bottom, edges and cutouts of doors after fitting as specified for door surfaces.
3.6 Mechanical/electrical Equipment
.1 Paint finished area exposed conduits, piping, hangers, ductwork and other mechanical
and electrical equipment with colour and finish to match adjacent surfaces, except as
indicated.
.2 Boiler room, mechanical and electrical rooms: paint exposed conduits, piping, hangers,
ductwork and other mechanical and electrical equipment.
.3 Other unfinished areas: leave exposed conduits, piping, hangers, ductwork and other
mechanical and electrical equipment in original finish and touch up scratches and marks.
.4 Touch up scratches and marks on factory painted finishes and equipment with paint as
supplied by manufacturer of equipment.
.5 Do not paint over nameplates.
.6 Keep sprinkler heads free of paint.
.7 Paint inside of ductwork where visible behind grilles, registers and diffusers with primer
and one coat of matt black paint.
.8 Paint fire protection piping red.
.9 Paint disconnect switches for fire alarm system and exit light systems in red enamel.
.10 Paint natural gas piping yellow.
.11 Paint both sides and edges of backboards for telephone and electrical equipment before
installation. Leave equipment in original finish except for touch-up as required, and paint
conduits, mounting accessories and other unfinished items.
.12 Do not paint interior transformers and substation equipment.
3.7 Field Quality Control
.1 Interior painting and decorating work shall be inspected by a Paint Inspection Agency
(inspector) acceptable to the specifying authority. Painting contractor shall notify Paint
Inspection Agency a minimum of one week prior to commencement of work and provide
a copy of project painting specification, plans and elevation drawings (including pertinent
details) as well as a Finish Schedule.
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.2 Interior surfaces requiring painting shall be inspected by Paint Inspection Agency who
shall notify DCC Representative and General Contractor in writing of defects or
problems, prior to commencing painting work, or after prime coat shows defects in
substrate.
.3 Where "special" painting, coating or decorating system applications (i.e. elastomeric
coatings) or non-MPI listed products or systems are to be used, paint or coating
manufacturer shall provide as part of this work, certification of surfaces and conditions
for specific paint or coating system application as well as on site supervision, inspection
and approval of their paint or coating system application as required at no additional cost
to DCC Representative.
.4 Standard of Acceptance:
.1 Walls: no defects visible from a distance of 1000 mm at 90 degrees to surface.
.2 Ceilings: no defects visible from floor at 45 degrees degrees to surface when
viewed using final lighting source.
.3 Final coat to exhibit uniformity of colour and uniformity of sheen across full
surface area.
.5 Field inspection of painting operations to be carried out be independent inspection firm as
designated by DCC Representative.
.6 Advise DCC Representative when surfaces and applied coating is ready for inspection.
Do not proceed with subsequent coats until previous coat has been approved.
.7 Cooperate with inspection firm and provide access to areas of work.
.8 Retain purchase orders, invoices and other documents to prove conformance with noted
MPI requirements when requested by DCC Representative.
3.8 Restoration
.1 Clean and re-install all hardware items that were removed before painting operations
were undertaken, ensuring that tagged or labelled items are returned to the exact position
from which they were removed.
.2 Clean, prime and re-paint all bolts, nuts and fasteners after torqueing or re-tightening
following specified paint finish.
.3 Remove protective coverings and warning signs as soon as possible after operations
cease.
.4 Protect freshly painted surfaces from paint droppings and dust to approval of DCC
Representative. Avoid scuffing newly applied paint.
.5 Restore areas used for storage, cleaning, mixing and handling of paint to clean condition
as approved by DCC representative.
3.9 Clean-up
.1 Remove all paint where spilled, splashed, splattered or sprayed as work progresses using
means and materials that are not detrimental to affected surfaces.
.2 Keep work area free from an unnecessary accumulation of tools, equipment, surplus
materials and debris.
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.3 Remove combustible rubbish materials and empty paint cans each day and safely dispose
of it in accordance with requirements of authorities having jurisdiction.
.4 Clean equipment and dispose of wash water or solvents, and other cleaning and
protective materials (rags, drop cloths, masking papers, etcetera), paints, thinners, paint
removers and strippers in accordance with the safety requirements of authorities having
jurisdiction.
END OF SECTION
Department of National Defence HIGH-BUILD GLAZED COATINGS Section 09 96 59
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Part 1 General
1.1 Related Sections
.1 Section 09 91 23 – Interior Painting.
1.2 References
.1 Canadian General Standards Board (CGSB)
.1 CAN/CGSB-1.186-1996, High Performance Glazed Coating System, Interior.
1.3 Submittals
.1 Manufacturer's Instructions: Provide to indicate special handling criteria, installation
sequence, cleaning procedures.
1.4 Product Data
.1 Submit product data in accordance with Section 01 33 00 - Submittal Procedures .
.2 Submit WHMIS MSDS - Material Safety Data Sheets in accordance with Section
02 62 00.01 - Hazardous Materials. WHMIS MSDS acceptable to Labour Canada and
Health and Welfare Canada for high build glazed coatings. Indicate VOC content.
1.5 Samples
.1 Submit samples in accordance with Section 01 33 00 - Submittal Procedures.
.2 Submit duplicate 400 x 200 mm samples of each colour and finish and decorative effects,
coating applied to smooth hardboard gypsum dry-wall wallboard porous concrete block.
1.6 Closeout Submittals
.1 Provide maintenance data for coatings for incorporation into manual specified in Section
01 78 00 - Closeout Submittals.
1.7 Mock-ups
.1 Construct mock-ups in accordance with Section 01 45 00 - Quality Control.
.2 Apply coating of each finish and decorative effect to 10 m2 area of surface to be treated.
.3 Allow 24 hours for inspection of mock-up by DCC Representative before proceeding
with coating work.
.4 When accepted, mock-up will demonstrate minimum standard for this work. Mock-up
may not remain as part of finished work.
1.8 Delivery, Storage And Handling
.1 Deliver and store materials in manner to prevent damage.
.2 Ensure materials remain in original wrapping and containers until used.
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1.9 Waste Management
.1 Separate and recycle waste materials in accordance with Section 01 74 19 -
Construction/Demolition Waste Management And Disposal, and with the Waste
Reduction Workplan.
.2 Remove from site and dispose of packaging materials at appropriate recycling facilities.
.3 Collect and separate for disposal paper, plastic, polystyrene, and corrugated cardboard
packaging material in appropriate on-site bins for recycling in accordance with Waste
Management Plan.
.4 Divert unused coating material from landfill to official hazardous material collections site
approved by DCC Representative.
.5 Do not dispose of unused coating materials into sewer systems, into lakes, streams, onto
ground or in other locations where it will pose health or environmental hazard.
1.10 Environmental Requirements
.1 Safety.
.1 Comply with requirements of Workplace Hazardous Materials Information
System (WHMIS) regarding use, handling, storage, and disposal of materials.
.2 Ensure no open flame heating devices are used.
.3 Discourage occupancy of treated space until volatile materials are no longer
being emitted and there is no odour.
.4 Provide adequate respiratory protection to exposed individuals.
.2 Ventilation.
.1 Provide ventilation continuously during and after coating application. Run
system 24 hours per day during application; provide continuous ventilation for 7
days after completion of application.
.2 Ventilate enclosed spaces in accordance with Section 01 56 00.
.3 Temperature.
.1 Do not apply emulsion systems unless uniform minimum 10oC air temperature at
installation area for 24 hours prior to and after application.
.2 Maintain minimum temperature 10 oC within area of installation until final
acceptance of building.
Part 2 Products
2.1 Materials
.1 PE-1: Interior high build glazed coating materials: to CAN/CGSB-1.186; colour selected
by DCC Representative;
.1 Duochem 6001.
.2 StonGlaze VSC with Stonseal GS7 clear.
.3 Descoglas NR by Devoe Coatings.
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.2 PE-2: Interior high build glazed coating materials: to CAN/CGSB-1.186; colour selected
by DCC Representative;
.1 Duroplast 115 by Duochem.
.2 StonGlaze VSC.
.3 Descoglas NR by Devoe Coatings.
2.2 Mixes
.1 Mix coatings according to manufacturer's instructions.
Part 3 Execution
3.1 Preparation
.1 Prepare surfaces in accordance with CAN/CGSB-1.186 and coating material
manufacturer's instructions.
.2 Mask surrounding surfaces to provide neat, clean juncture lines.
.3 Protect adjacent surfaces and equipment from damage by overspray.
3.2 Application
.1 Apply coating to produce smooth surface, uniform in sheen, colour and finish, free from
marks, dirt, particles, runs, crawls, curling, holes, air pockets and other defects and to
achieve smoothness index in accordance with CAN/CGSB-1.186.
.2 Apply filler coats to porous surfaces.
.3 Apply base by brush or spray coat in two coats.
.4 Apply top glaze coat.
3.3 Cleaning
.1 Clean surfaces to coating manufacturer's printed instructions.
END OF SECTION
Department of National Defence PAINTING EXTERIOR METAL SURFACES Section 09 97 19
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Part 1 General
1.1 Related Sections
.1 Section 09 91 13 – Exterior Painting.
1.2 References
.1 American Society for Testing and Materials International, (ASTM).
.1 ASTM D610-08, Test Method for Evaluating Degree of Rusting on Painted Steel
Surfaces.
.2 ASTM D2369-07, Test Method for Volatile Content of Coatings.
.3 ASTM D2832-92(R2005), Guide for Determining Volatile and Nonvolatile
Content of Paint and Related Coatings.
.4 ASTM D5326-94a(2002), MPI-9 Test Method for Color Development in Tinted
Latex Paints.
.2 Master Painters' Institute (MPI), Exterior Structural Steel and Metal Fabrications, 03.
.1 EXT 5.1G, Zinc Rich/Aliphatic Polyurethane.
.3 Steel Structures Painting Council (SSPC).
.1 SSPC-SP-1-82, Solvent Cleaning.
.2 SSPC-SP-2-00, Hand Tool Cleaning.
.3 SSPC-SP-7/NACE No 4-00, Brush-off Blast Cleaning.
.4 SSPC-Vis-1-89, Visual Standard for Abrasive Blast Cleaned Steel (Standard
Reference Photographs) Editorial Changes September 1, 2000 (Steel Structures
Painting Manual, Chapter 2 - Surface Preparation Specs.).
.5 SSPC-PA-02, Measurement of Dry Coat Thickness with Magnetic Gauges.
.6 SSPC Good Painting Practices, Volume 1, 4th Edition.
1.3 Measurement Procedures
.1 Cleaning of structural steel and components, shop painting and field painting will be
included in lump sum bid for supply and erection of steel.
.2 Cleaning and preparation of structural steel and components, supply of paint, application
of paint and incidental work will be measured as one lump sum included in lump sum bid
for painting.
1.4 Submittals
.1 Product Data.
.1 Submit manufacturer's printed product literature, specifications and data sheet in
accordance with Section 01 33 00 - Submittal Procedures.
.2 Submit two copies of WHMIS MSDS - Material Safety Data Sheets in
accordance with Section 01 33 00 - Submittal Procedures. Indicate VOC's for
paint.
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Part 3 Execution
3.1 Manufacturer's Instructions
.1 Compliance: comply with manufacturer's written data, including product technical
bulletins, product catalogue installation instructions, product carton installation
instructions, and data sheets.
3.2 Site Examination
.1 Precaution should be taken when removing loose and rusted existing paint from metal
surfaces.
3.3 Preparation
.1 New metal surfaces: Clean surfaces of new metal to be painted by removing rust, loose
mill scale, welding slag, dirt, oil, grease and foreign substances in accordance with the
following:
.1 Brush-off blast cleaning: SSPC-SP-7.
.2 Compressed air to be free of water and oil before reaching nozzle.
.3 Remove traces of blast products from surfaces, pockets and corners to be painted by
brushing with clean brushes, by blowing with clean dry compressed air, or by vacuum
cleaning.
.4 Do not apply paint until prepared surfaces have been accepted by DCC Representative.
.5 Prior to commencing paint application the degree of cleanliness of surfaces to be in
accordance with SSPC-Vis1.
.6 Protection of surfaces.
.1 Protect surfaces not to be painted and if damaged, clean and restore such surfaces
as directed by DCC Representative.
.2 Apply primer, paint, or pre-treatment after surface has been cleaned and before
deterioration of surface occurs.
.3 Clean surfaces again if rusting occurs after completion of surface preparation.
.4 Prevent contamination of cleaned surfaces by salts, acids, alkalis, corrosive
chemicals, grease, oil and solvents before prime coat is applied and between
applications of remaining coats of paint. Remove contaminants from surface and
apply paint immediately.
.5 Protect cleaned and freshly painted surfaces from dust to approval of DCC
Representative.
.7 Mixing paint.
.1 Do not dilute or thin paint for brush application; use as received from
manufacturer.
.2 Mix ingredients in container before and during use and ensure breaking up of
lumps, complete dispersion of settled pigment, and uniform composition.
.3 Do not mix or keep paint in suspension by means of air bubbling through paint.
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.4 Thin paint for spraying according to manufacturer's instructions. If directions are
not on container, obtain instructions in writing from manufacturer and provide
copy of instructions to DCC Representative.
3.4 Application
.1 Apply paint by spraying, brushing, or combination of both. Use sheepskins or daubers
when no other method is practical in places of difficult access.
.2 Use dipping or roller coating method of application when specifically authorized by DCC
Representative in writing.
.3 Caulk open seams at contact surfaces of built up members with material approved by
DCC Representative, before second undercoat of primer is applied.
.4 Where surface to be painted is not under cover, do not apply paint when:
.1 Air temperature is below 5 degrees C or when temperature is expected to drop to
0 degrees C before paint has dried.
.2 Temperature of surface is over 50 degrees C unless paint is specifically
formulated for application at high temperatures.
.3 Fog or mist occur at site; it is raining or snowing; there is danger of rain or snow;
relative humidity is above 85%.
.4 Surface to be painted is wet, damp or frosted.
.5 Previous coat is not dry.
.5 Provide cover when paint must be applied in damp or cold weather. Protect, shelter, or
heat surface and surrounding air to comply with temperature and humidity conditions
specified in 3.2.4. Protect until paint is dry or until weather conditions are suitable.
.6 Remove paint from areas which have been exposed to freezing, excess humidity, rain,
snow or condensation. Prepare surface again and repaint.
.7 Apply each coat of paint as continuous film of uniform thickness. Repaint thin spots or
bare areas before next coat of paint is applied.
.8 Brush application: Work paint into cracks, crevices and corners and paint surfaces not
accessible to brushes by spray, daubers or sheepskins. Brush out runs and sags. Remove
runs, sags and brush marks from finished work and repaint.
.9 Spray application.
.1 Provide and maintain equipment that is suitable for intended purpose, capable of
properly atomizing paint to be applied, and equipped with suitable pressure
regulators and gauges.
.2 Provide traps or separators to remove oil and water from compressed air and
drain periodically during operations.
.3 Keep paint ingredients properly mixed in spray pots or containers during paint
application either by continuous mechanical agitation or by intermittent agitation
as frequently as necessary.
.4 Apply paint in uniform layer, with overlapping at edges of spray pattern. Brush
out immediately runs and sags.
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.5 Use brushes to work paint into cracks, crevices and places which are not
adequately painted by spray. In areas not accessible to spray gun, use brushes,
daubers or sheepskins.
.6 Remove runs, sags and brush marks from finished work and repaint.
.10 Galvanized Steel
.1 Primer Coat: Apply 1 coat epoxy coating to all galvanized steel surfaces by
brush or spray application in accordance with manufacturer's instructions. Use
zinc-rich epoxy primer as specified under Intermediate Coating above.
.11 Prime Painted Structural Steel
.1 Primer Coat: Apply 1 coat reinforced inorganic zinc primer to all prime painted
steel surfaces by brush or spray application in accordance with manufacturer's
instructions. Use reinforced inorganic zinc primer as specified as Primer above.
.2 Intermediate Coat: Apply 1 coat intermediate epoxy coating to all prime painted
steel surfaces by brush or spray application in accordance with manufacturer's
instructions.
.12 Top Coat Application
.1 Apply topcoat to all exterior steel, in minimum 2 coats, in 2 directions to ensure
full even application.
.2 Apply coating to produce smooth surface, uniform in sheen, colour and texture,
free from marks, dirt, particles, runs, curling, holes, air pockets and other defects.
.3 Application of 200 micron wet film thickness, shall produce minimum 125
micron dry film thickness.
.13 Handling painted metal.
.1 Do not handle painted metal until paint has dried, except for necessary handling
for painting or stacking for drying.
.2 Scrape off and touch up paint which is damaged in handling, with same number
of coats and kinds of paint as were previously applied to metal.
3.5 Field Quality Control
.1 Site Tests, Inspections: Upon completion of the painting procedures test for dry film
reading and evaluate the results as per SSPC PA 2.
3.6 Cleaning
.1 Upon completion of installation, remove surplus materials, rubbish, tools and equipment.
END OF SECTION