Co-op & Glencoe Arch & Elec Spec - RNF Ventures

155 Pages·2014·1.99 MB·English

Lloydminster & District Co-op Admin Building
& Glencoe Development Inc. Office Building
ARCHITECTURAL & ELECTRICAL SPECIFICATION

41st Street
Lloydminster, SK
Date: January, 2014
RKE File # 13-496 & 13-647
ROBB # KULLMAN ENGINEERING LLP
3022 Louise Street, Saskatoon, SK, S7J 3L8 T:306.477.0655 F:306.477.1995
Lloydminster & District Co-op Admin Building
& Glencoe Development Inc. Office Building TABLE OF CONTENTS
Lloydminster, SK SECTION 00 01 10
R.K.E. File 13-496 Page 1 of 2
Division Section Pages
05 Metals 05 50 00 Metal Fabrications 2
06 Wood & Plastics 06 10 00 Rough Carpentry 4
06 20 00 Finish Carpentry 2
06 62 00 Culture Stone 5
07 Thermal and Moisture 07 11 13 Bituminous Dampproofing 2
07 19 00 Air/Vapour Barrier 2
07 24 00 Exterior Insulation and Finish Schedule 6
07 25 00 Firestops 2
07 62 00 Metal Flashing and Trim 2
07 63 10 Gutters and Downspouts 2
07 90 00 Sealants 2
08 Openings 08 10 00 Hollow Metal Doors and Frames 3
08 12 00 Aluminum Doors, Frames 2
08 20 00 Wood Doors 1
08 52 10 Aluminum Windows 2
9 Finishes 09 13 00 Suspension System for Acoustical Ceiling 2
09 22 80 Exterior Stucco 3 Coat System 4
09 25 00 Gypsum Board and Steel Studs 4
09 51 10 Acoustical Panels and tiles 1
09 90 00 Painting 4
10 Specialties 10 10 00 Construction Specialties 1
10 16 20 Metal Toilet Partitions 2
10 80 00 Toilet and Bath Accessories 2
14 Conveying Systems 14 42 10 Wheelchair Elevator 1
26 Electrical 26 05 01 Electrical General Provisions 12
26 05 20 Wire and Box Connectors 0-1000V 1
26 05 21 Wire Conductors 2
26 05 28 Grounding - Secondary 3
26 05 29 Fastenings and Supports 1
26 05 31 Splitters, Junction, Pull Boxes and Cabinets 2
26 05 32 Outlet Boxes, Conduit Boxes and Fittings 2
26 05 34 Conduits, Conduit Fastening and Fittings 3
26 05 36 Cable Trays 2
26 08 00 Testing and Commissioning 3
26 09 34 Lighting Control Equipment-Dimming 2
26 24 02 Underground Electrical Service 1
26 24 17 Panelboards Breaker Type 3
26 27 13 Meter Centre 2
26 27 26 Devices 6
26 27 27 Elevator Services 2
26 27 28 Electric Heat 2
26 28 21 Moulded Case Circuit Breakers 2
26 28 23 Disconnect Switches - Fused and Non-Fused 2
26 29 01 Contactors 2
26 29 10 Motor Starters to 600V 4
Lloydminster & District Co-op Admin Building
& Glencoe Development Inc. Office Building TABLE OF CONTENTS
Lloydminster, SK SECTION 00 01 10
R.K.E. File 13-496 Page 2 of 2
26 43 13 Surge Protect 2
26 50 00 Lighting 6
26 52 00 Emergency Lighting 3
26 53 00 Exit Lighting 2
26 55 59 Lighting Track 1
27 Communications 27 15 00 Communications Horizontal Cabling 10
27 31 00 Incoming Telephone Service 2
27 41 16 Audio Visual Signal Distribution Centre 3
28 Electronic Safety 28 16 00 Intrusion Alarm 4
and Security
Lloydminster & District Co-op Admin Building
& Glencoe Development Inc. Office Building METAL FABRICATIONS
Lloydminster, SK SECTION 05 50 00
R.K.E. File 13-496 Page 1of 2
1 GENERAL
.1 REFERENCE STANDARDS
.1 Do welding work in accordance with CSA W59-1977 unless specified otherwise.
.2 SHOP DRAWINGS
.1 Submit shop drawings.
.2 Clearly indicate materials, core thicknesses, finishes, connections, joints, method of
anchorage, number of anchors, supports, reinforcement, details, and accessories.
2 PRODUCTS
.1 MATERIALS
.1 Steel Sections and Plates: to CSA G40.21-M1978, Type 300W.
.2 Steel Pipe: to CSA B63-1966 (R1971) standard weight, black finish.
.3 Welding Materials: to CSA W59-1977.
.4 Bolts and Anchor Bolts: to ASTM A307-76b.
.5 Shop Coat Primer: to CGSB 1-GP-40M.
.6 Sulphur: commercial grade for setting metal posts.
.2 FABRICATION
.1 Build work square, true, straight and accurate to required size, with joints closely
fitted and properly secured.
.2 Fabricate items from steel unless otherwise noted.
.3 Use self-tapping shake-proof countersunk flat headed screws on items requiring
assembly by screws or as indicated.
.4 Where possible, fit and shop assemble work, ready for erection.
.5 Ensure exposed welds are continuous for length of each joint. File or grind exposed
welds smooth and flush.
.3 SHOP PAINTING
.1 Apply one shop coat of primer to metal items, with exception of stainless steel,
aluminum, galvanized or concrete encased items.
.2 Use primer unadulterated, as prepared by manufacturer. Paint on dry surfaces, free
from rust, scale, grease. Do not paint when temperature is lower than 7EC.
.3 Clean surfaces to be field welded; do not paint.
3 EXECUTION
.1 ERECTION
.1 Erect metal work square, plumb, straight, and true, accurately fitted, with tight joints
and intersections.
.2 Provide suitable means of anchorage acceptable to the Architect such as dowels,
anchor clips, bar anchors, expansion bolts and shields, toggles.
.3 Make field connections with high tensile bolts, or weld to CSA S16-1969 and CSA
S16S1-1975.
Edwards Edwards McEwen Architects File #5960
Lloydminster & District Co-op Admin Building
& Glencoe Development Inc. Office Building ROUGH CARPENTRY
Lloydminster, SK SECTION 06 10 00
R.K.E. File 13-496 Page 1 of 4
1 GENERAL
.1 RELATED WORK SPECIFIED ELSEWHERE
.1 Finish Carpentry Section 06 20 00
.2 SOURCE QUALITY CONTROL
.1 Identify lumber by grade stamp of an agency certified by Canadian Lumber
Standards Administration Board.
2 PRODUCTS
.1 LUMBER MATERIAL
.1 Except as indicated or specified otherwise lumber shall be softwood, S4S, moisture
content (MC) not greater than 19% at time of installation, in accordance with the
following standards:
.1 CSA 0141-1970.
.2 NLGA Standard Grading Rules for Canadian Lumber, effective 1978-07-01.
.3 The plywood sub-floor, underlay and all other wood material is to be
manufactured without any material that will result in the release of
formaldehyde or like gases, detrimental to health.
.2 Machine stress-rated lumber is acceptable for all purpose, to standards listed above.
.3 Framing and board lumber: in accordance with NBC 2005 except as indicated or
specified otherwise:
.1 Construction grade spruce.
.4 Furring, blocking, nailing strips, grounds, rough bucks:
.1 Use S4S material.
.2 Board sizes: as indicated on drawings. Construction grade spruce.
.3 Dimension sizes: as per drawings. Construction grade spruce.
.5 Strapping for walls: sizes as per drawings. Construction grade spruce.
.2 PANEL MATERIAL
.1 Panels for sub-flooring, underlay, shall be of type, grade as specified and thickness
as indicated on drawings, in accordance with following standards:
.1 Douglas Fir Plywood (DFP): to CSA 0121-M1978.
.2 Canadian Softwood Plywood (CSP): to CSA 0151-M1978.
.3 Poplar Plywood (PP): to CSA 0153-1976.
.2 Except as specified otherwise panels shall be 1200 x 2400; 1220 x 1440 mm size,
square edge.
.3 Roof Sheathing: Plywood, DFP, or O.S.B.
.4 Exterior Wall Sheathing: Plywood, DFP, or O.S.B.
.5 Sub-flooring: Plywood, DFP, or O.S.B. T&G edge.
.6 Underlay: Plywood, G1S (good one side) or equal, 12.7 mm face veneer, sanded
one side.
.3 BUILDING PAPERS
.1 Exterior Wall Sheathing Paper: Tyvek or equal.
.4 VAPOUR BARRIER
.1 Polyethylene Film: 0.15 mm.
.2 Butyl Rubber Membrane Vapour Barrier extension, Maraflex Type 2M, 47 mil (1.19
mm) thick as manufactured by Marathon Equipment Ltd., compatible with vapour
barrier coating and unaffected by contact with heated roofing asphalt.
Edwards Edwards McEwen Architects File #5960
Lloydminster & District Co-op Admin Building
& Glencoe Development Inc. Office Building ROUGH CARPENTRY
Lloydminster, SK SECTION 06 10 00
R.K.E. File 13-496 Page 2 of 4
.5 VAPOUR RETARDER EXTENSIONS
.1 SBS modified bitumen membrane reinforced with proprietary glass scrim, self-
adhering, self-sealing, designed to act as a transition sheet membrane to CGSB
37-GP-56M and ASTM E96.
Acceptable Product: Bakor: Blueskin SA, 1.5 mm thickness.
Bakor: Air-Bloc 21 adhesive/sealer.
.6 FASTENINGS AND HARDWARE
.1 In accordance with Part 9 of NBC 2005 as supplemented by following requirements
except where specific type is indicated.
.2 Nails, spikes, and staples to NBC 2005 except:
.1 Use common spiral nails and spiral spikes except where indicated
otherwise.
.2 Use hot galvanized finish steel for exterior work, interior highly humid areas
and for pressure-preservative and fire-retardant treated lumber.
.3 Bolt, nut, washer, screw and pin type fasteners: with hot-dip galvanized finish to CSA
G164-1965 (R1972) for exterior work, interior highly humid areas and for pressure-
preservative and fire-retardant treated lumber, elsewhere with primer paint finish
where installed on side exposed surfaces.
.4 Use surface fastenings of following types, except where specific type is indicated.
.1 To hollow masonry, plaster and panel surfaces use toggle bolt.
.2 To solid masonry and concrete use expansion shield with lag screw, jute
fibre or lead plug with wood screw.
.3 To structural steel use bolts through drilled hole, or welded stud-bolts or
power driven self-drilling screws, or welded stud-bolts, or explosive actuated
stud-bolts.
.4 Joists hangers: minimum 1 mm thick sheet steel, galvanized G90 coating
designation, 6672 N bearing strength.
.5 Nailing discs: flat caps, minimum 25 mm diameter, minimum 0.4 mm thick
sheet metal, fibre, formed to prevent dishing. Bell or cup shapes not
acceptable.
.6 Roof sheathing H-clips: formed “H” shape, thickness to suit panel material,
extruded 6063-T6 aluminum alloy type approved by Consultant.
.7 WOOD PRESERVATIVE
.1 Surface-Applied Wood Preservative: Wood preservative SWP-1: conforming to CSA
0132.1-M1977 Section 5 except that preservative shall be coloured.
.2 All wood preservative material shall be odour free and not give off or release
formaldehyde or like gases detrimental to health.
3 EXECUTION
.1 WOOD-FRAME CONSTRUCTION
.1 Comply with requirements of NBC 2005, except where specified otherwise.
.2 Refer to Structural Drawings.
.2 ERECTION OF FRAMING MEMBERS
.1 Install members true to line, levels and elevations. Space uniformly.
.2 Construct continuous members from pieces of longest practical length.
.3 Install spanning members with “crown-edge” up.
Edwards Edwards McEwen Architects File #5960
Lloydminster & District Co-op Admin Building
& Glencoe Development Inc. Office Building ROUGH CARPENTRY
Lloydminster, SK SECTION 06 10 00
R.K.E. File 13-496 Page 3 of 4
.3 APPEARANCE GRADE MATERIALS
.1 Install lumber and panel materials designated “Appearance” (a) Grade so that grade-
marks and other defacing marks are not visible on surfaces specified to be left
unfinished or to be finished with translucent or transparent type coating. Surface
cutting and sanding to remove such marks is acceptable only in locations where
defacement will not be evident after finishing.
.4 PANEL-TYPE SUB-FLOORING
.1 Install in accordance with NBC 2005.
.2 Install sub-flooring with panel end-joints located on solid bearing, staggered at least
800 mm.
.3 Apply sub-flooring adhesive under panels installed on wood joists. Place continuous
adhesive bead sized in accordance with manufacturer’s instructions, single-bead on
each joist and double-bead on joists where panel ends butt.
.4 Fasten panels using galvanized common-spiral or annular-grooved nails spaced 150
mm o.c. along edges and o.c. along intermediate supports.
.5 FURRING AND BLOCKING
.1 Install furring and blocking as required to space-out and support surface applied
cabinets, other work as indicated.
.2 Align and plumb faces of furring and blocking to tolerance of 1:600.
.6 ROUGH BUCKS, NAILERS
.1 Install wood bucks and nailers as indicated including: Wood bucks and linings
around frames for doors, windows.
.2 Except where indicated otherwise use material at least 38 mm thick secured with 9
mm bolts located within 300 mm from ends of members and uniformly spaced at
1200 mm between.
.3 Countersink bolts where necessary to provide clearance for other work.
.7 ROOF FASCIAS, CANTS, NAILERS, CURBS
.1 Install wood cants, fascia backing, nailers, curbs and other wood supports for roofing
and sheet metal work, and roof mounted equipment as indicated.
.2 Secure with galvanized 9 mm bolts where indicated, galvanized nails elsewhere.
Locate fastenings within 300 mm from ends and uniformly spaced between. Space
bolts at 1200 mm and nails at 600 mm centers except where indicated otherwise.
.3 Staple vapour retardant sheet strip to underside of nailers before installation. Apply
strip continuous with 200 mm overlap at joints, free of wrinkles and tears, with at
least 200 mm exposed for overlap on roof deck.
.4 All fascias, cants, curbs, parapets, etc., above plywood roof deck to be built from
pressure treated material.
.8 SURFACE-APPLIED WOOD PRESERVATIVE
.1 Treat surfaces of materials with wood preservative, before installation. Wherever
possible apply preservative after materials have been cut and fit to size.
.2 Apply preservative by dipping, or by brush or spray to completely saturate and
maintain wet film on surface for minimum 3 minute soak on lumber and one minute
soak on plywood.
.3 Re-treat surfaces exposed by cutting, trimming, or boring with liberal brush
application of preservative before installation.
Edwards Edwards McEwen Architects File #5960
Lloydminster & District Co-op Admin Building
& Glencoe Development Inc. Office Building ROUGH CARPENTRY
Lloydminster, SK SECTION 06 10 00
R.K.E. File 13-496 Page 4 of 4
.4 Treat all material as follows:
.1 Wood cants, fascia backing, curbs, nailers, sleepers on roof deck.
.5 Surface applied wood preservative will only be allowed for touch-up of cut edges and
trimmed lumber. All lumber components, nailers, blocking, joists, framing, etc.,
called for to be treated shall be factory pressure treated material.
.9 ELECTRICAL EQUIPMENT BACKBOARD
.1 Provide backboards for mounting electrical equipment as indicated. Use 19 mm
thick fir face veneer CSP/S1S or DFP/G1S on 19 x 38 mm furring around perimeter
and at maximum 300 intermediate spacing.
END OF SECTION 06 10 00
Edwards Edwards McEwen Architects File #5960
Lloydminster & District Co-op Admin Building
& Glencoe Development Inc. Office Building FINISH CARPENTRY
Lloydminster, SK SECTION 06 20 00
R.K.E. File 13-496 Page 1 of 2
1 GENERAL
.1 WORK INCLUDED
.1 Finish carpentry items complete with required hardware and accessories.
.2 RELATED WORK
.1 Rough Carpentry Section 06 10 00
.3 REFERENCE STANDARDS
.1 CSA B111-1974: "Wire Nails, Spikes and Staples".
.2 CSA 0121-M1978: "Douglas Fir Plywood".
.3 CSA 01241-1970: "Softwood Lumber".
.4 CAN3-0188.1-M78: "Interior Mat-Formed Wood Particleboard".
.5 CGSB 71-GP-20M: "Adhesive, Contact, Brushable".
.6 CAN 3-A172-M79: "High Pressure Paper Base, Decorative Laminates".
.4 QUALITY ASSURANCE
.1 Perform finish carpentry work in accordance with the recommendations of the
Millwork Standards of the Architectural Woodwork Manufacturers Association of
Canada (AWMAC).
.5 DELIVERY AND STORAGE
.1 Do not deliver finish carpentry items until site conditions are adequate to receive the
work of this Section. Protect materials from weather while in transit.
.2 Store indoors, in well ventilated areas with a constant but minimum relative humidity
of 25 - 55 percent.
2 PRODUCTS
.1 LUMBER PRODUCTS
.1 Softwood Lumber: conforming to requirements of CSA 0141 and graded in
accordance with the requirements of AWMAC; maximum moisture content of 6% for
interior work and 10% for exterior work; of species and grades as indicated on
schedule.
.2 Hardwood Lumber: graded in accordance with the requirements of AWMAC;
maximum moisture content of 6%, of species and grades indicated on schedule.
.2 SHEET MATERIALS
.1 Douglas Fir Plywood: conforming to requirements of CSA 0121 and graded in
accordance with AWMAC; of thickness indicated on drawings; grades and eventual
finishes indicated on schedule.
.2 Wood Particleboard: minimum 720 kg/m3 density; conforming to requirements of
CAN3-0188.1-M78, Grade R, with high waterproof resin binders of grade to suit
application; sanded faces.
.3 FINISH MATERIALS
.1 Plastic Laminate: conforming to requirements of CAN3-A172-M79; general purpose
type. Suede finish. Solid colours and patterns as selected by Consultant. Backing
sheet same manufacturer as facing sheet material.
.2 Adhesive: contact type, to suit usage and conforming to requirements of CGSB 71-
GP-20M.
Edwards Edwards McEwen Architects File #5960
Lloydminster & District Co-op Admin Building
& Glencoe Development Inc. Office Building FINISH CARPENTRY
Lloydminster, SK SECTION 06 20 00
R.K.E. File 13-496 Page 2 of 2
.4 ACCESSORIES
.1 Nails: conforming to requirements of CSA B111; size and type to suit application.
.2 Bolts, Nuts, Washers, Lags, Pins, and Screws: of size and type to suit application;
cadmium coated finish in exterior locations, common finish in concealed interior
locations.
.5 COMPONENTS/FINISHES
.1 Vertical Surface, Exterior and Exposed Interior: 19 mm MCP minimum, unless noted
otherwise. Colour selected by Owner.
.2 Cabinet Liner, concealed interiors only: 0.50 mm thick minimum, unless noted
otherwise. Colour selected by Owner.
3 EXECUTION
.1 PREPARATION FOR FINISHING
.1 Sand all work smooth and set all exposed nails and screws. Apply wood filler in all
exposed nail and screw indentations and leave ready to receive site applied finishes.
On items which are to receive transparent finishes, use wood filler which matches
surrounding surfaces and of types recommended for applied finishes.
.2 Seal all concealed surfaces. Brush apply only. Seal edges of cut outs.
.3 Apply plastic laminate finishes where indicated. Adhere over entire surface. Make
joints and corners hairline. Match patterns. Cap exposed edges with plastic
laminate of same finish and pattern.
.2 INSTALLATION
.1 Perform finish carpentry work in accordance with drawings. Construction joining and
pre-finishing of all assemblies and/or items is to be of Custom Grade, as established
by AWMAC.
.2 Ensure all mechanical and electrical items affecting this Section of Work are properly
placed, complete and have been inspected by Consultant prior to commencement.
.3 Connecting and attaching devices, closures, and trim to be provided as required.
Finish carpentry to be set accurately in place, scribed and permanently secured to
wall and/or floor. All finish carpentry to be completely cleaned at completion of
installation.
.4 All exposed surfaces to be finished with High Pressure Plastic Laminate, unless
noted otherwise. All exposed edge banding is to match adjacent surfaces.
.5 All shelves to be finished on all sides.
.6 Use draw bolts in counter top joints.
.7 At junction of plastic laminate counter back splash and adjacent wall finish, apply
small bead of sealant.
.8 After installation, fit and adjust operating hardware and shelves.
.9 Provide white silicone sealant along all joints between millwork and adjoining
surfaces; between counters and back splashes; between back splashes and walls;
between counters and walls; between gables and walls.
END OF SECTION 06 20 00
Edwards Edwards McEwen Architects File #5960