Project manual

PART 1 - GENERAL

1.1 DESCRIPTION
A. This section specifies plastic laminate casework as detailed on the drawings, including related components and accessories required to form integral units. Wood casework items shown on the drawings, but not specified below shall be included as part of the work under this section, and applicable portions of the specification shall apply to these items. Each like item of casework shall be of the same design and by one manufacturer.
B. Where shown, provide plastic laminate casework items as follows:
1. Base and wall cabinets as shown on the drawings

2. Solid surface countertops for casework.

1.2 RELATED WORK
A. Custom Casework: Section 06 20 00, FINISH CARPENTRY.
B. Lavatories and Plumbing in Casework: Section 22 40 00, PLUMBING FIXTURES.

1.3 MANUFACTURER'S QUALIFICATIONS
1. The fabrication of casework shall be by a manufacturer who produces casework similar to the casework specified and shown.

1.4 SUBMITTALS
A. Submit in accordance with Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES.
B. Manufacturer's Literature and Data:
1. Sinks, trim and fittings.

2. Locks for doors and drawers

3. Adhesive cements
C. Samples:
1. Counter top, plastic laminate, 150 mm (six inch) square.
2. Counter top, Solid Phenolic, six inch square

3. Wood Face Veneer or Hardwood Plywood.

D. Shop Drawings (1/2 full size):
1. All casework, showing details of construction, including materials, hardware and accessories.

2. Cabinets and counters showing faucets in connection with sink bowls, and electrical fixtures and receptacles which are mounted on cabinets and counters.

3. Fastenings and method of installation.
E. Mock-Up: Where required for special casework and where four or more similar units are involved, submit a mock-up of a typical unit for approval by Contracting Officer’s Representative (COR).

1.5 APPLICABLE PUBLICATIONS
A. The publications listed below form a part of this specification to the extent referenced. The publications are referenced in the text by

basic designation only.

^{B. American Society for Testing and Materials (ASTM):}

1.	A167-99 (R2004)	Stainless and Heat-Resisting chromium- Nickel
		^Steel Plate, Sheet and Strip
^2.	^A1008-07	^Steel, Sheet, Cold-Rolled, Carbon, Structural,
		^High Strength Low Alloy
^3.	^C1036-06	^Flat Glass

C. Composite Panel Association (CPA):

1. A208.1-99 Particleboard.
D. U.S. Department of Commerce Product Standards (Prod. Std):
1. PS1-95 Construction And Industrial Plywood. E. Hardwood, Plywood and Veneer Association (HPVA):

^{1. HP.1-04 Hardwood and Decorative Plywood}
F. Architectural Woodwork Institute (AWI):
1. Architectural Woodwork Quality Standards, Guide Specifications

Quality Certification Program - 1999.

G. American Society of Mechanical Engineers (ASME):
1. A112.18.1-05 Plumbing Fixture Fittings.
H. National Electrical Manufacturers Association (NEMA):
1. LD3-05 High Pressure Decorative Laminates.

2. Performance, Application Fabrication and Installations of High- Pressure Decorative Laminates.

1. HP-1 Hardwood and Decorative Plywood

PART 2 - PRODUCTS

2.1 PLASTIC LAMINATE
A. NEMA LD-3.
B. Exposed decorative surfaces including countertops, both sides of cabinet doors, and for items having plastic laminate finish. General purpose Type HGL.
C. Cabinet Interiors Including Shelving: Both of following options to comply with NEMA, LD3.1 as a minimum.
1. Plastic laminate clad plywood or particle board.

2. Resin impregnated decorative paper thermally fused to particle board.

D. Backing sheet on bottom of plastic laminate covered wood tops. Backer

Type BKL.

2.2 PARTICLEBOARD
A. CPA A208.1, Type 1, Grade 1-M-3.

2.3 RUBBER OR VINYL BASE
A. Straight (for carpet), cove (for resilient floor); 100 mm (4 inch) high, 3 mm (1/8 inch) thick, flexible to conform to irregularities in walls, partitions and floors.

2.4 PLUMBING FIXTURES
A. ASME A112.18.1, except die-cast zinc-alloy material is not acceptable.

2.5 SHEET STEEL
A. ASTM A1008.

2.6 STAINLESS STEEL
A. ASTM A167, with No. 4 finish.
2.7 HARDWARE
A. Where pin tumbler locks are specified, disc tumbler lock "Duo A", with brass working parts and case, as manufactured by the Illinois Lock Company will be an acceptable substitute. Locks for each type

casework, shall be keyed differently and shall be master-keyed for each type service, such as Nurses, Psychiatric, and Administration. Provide two keys for each lock. Exposed hardware, except as otherwise specified, shall be satin finished chromium plated brass or nickel plated brass.

B. Marking of Locks and Keys:
1. The name of the manufacturer, or trademark by which manufacturer can readily be identified, legibly marked on each lock.

2. The key change number marked on the exposed face of lock, and also stamped on each key.

3. Key change numbers shall provide sufficient information for replacement of the key by the manufacturer.
C. Hinged Doors:
1. Doors 900 mm (36 inches) and more in height shall have three hinges and doors less than 900 mm (36 inches) in height shall have two hinges. Each door shall close against two rubber bumpers.

2. Hinges: Fabricate hinges with minimum 2 mm (0.072 inch) thick chromium plated steel leaves, and with minimum 3.5 mm (0.139 inch) diameter stainless steel pin. Hinges shall be five knuckle design with 63 mm (2-1/2 inch) high leaves and hospital type tips.

3. Fasteners: Provide full thread wood screws to fasten hinge leaves to door and cabinet frame. Finish screws to match finish of hinges.
D. Door Catches:
1. Friction or Magnetic type, fabricated with metal housing.

2. Provide one catch for cabinet doors 1200 mm (48 inches) high and under, and two for doors over 1200 mm (48 inches) high.

E. Locks:
1. Cylinder type pin tumbler.

^{2. Equip doors and drawers where shown with locks.}
F. Drawer and Door Pulls:
1. Doors and drawers shall have flush pulls, fabricated of either chromium plated brass, chromium plated steel, stainless steel, or anodized aluminum.
G. Drawer Slides:
1. Full extension steel slides with nylon ball-bearing rollers.
2. Slides shall have positive stop.

3. Equip drawers with rubber bumpers. H. Sliding Doors:

1. Each door shall be supported by two ball bearing bronze or nylon rollers, or sheaves riding on a stainless steel track at top or bottom, and shall be restrained by a nylon or stainless steel guide at the opposite end.

2. Plastic guides are not acceptable.

3. Each door shall have rubber silencers set near top and bottom of each jamb.
I. Shelf Standards (Except For Fixed Shelves):
1. Bright zinc-plated steel for recessed mounting with screws, 16 mm (5/8 inch) wide by 5 mm (3/16 inch) high providing 13 mm (1/2 inch) adjustment, complete with shelf supports.
J. Gate Bolt:
1. Surface mounted barrel type with strike.

2.8 FABRICATION
A. Casework shall be of the flush overlay design and, except as otherwise specified, be of premium grade construction and of component thickness in conformance with AWI Quality Standards.
B. Fabricate casework of plastic laminated covered plywood or particleboard as follows:
1. Where shown, all semi-concealed surfaces shall be plastic laminated.

2. Horizontal and vertical reveals between doors and drawer for reveal overlay design shall be 19 mm (3/4 inch) unless otherwise shown.

C. Base:
1. Provide rubber or vinyl base with close, flush joints; set with adhesive.

^{2. Remove adhesive from exposed surfaces.}

3. Install base at floor line after casework has been accurately leveled.

4. Rub base to glossy finish. D. Countertops:

^{1. Countertops, splashbacks shall be solid surface per spec section}

123600 countertops.

PART 3 - EXECUTION

3.1 INSTALLATION
A. Set casework in place; level, plumb and accurately scribe and secure to walls, and/or floors.
B. The installation shall be complete including all trim and hardware.

^{Leave the casework clean and free from defects.}

3.2 FASTENINGS
A. Fastenings for securing casework to adjoining construction shall be as detailed on the drawings or approved shop drawings.
B. See Section 05 50 00, METAL FABRICATIONS for reinforcement of walls and partitions for casework anchorage.

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SECTION 12 36 00

^COUNTERTOPS

PART 1 - GENERAL

1.1 DESCRIPTION
A. This section specifies casework countertops with integral accessories. B. Integral accessories include:

1. Sinks with traps and drains.

2. Mechanical Service fixtures.

1.2 RELATED WORK
A. DIVISION 22, PLUMBING.
B. DIVISION 26, ELECTRICAL.

1.3 SUBMITTALS
A. Submit in accordance with SECTION 01 33 23, SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES.
B. Shop Drawings
1. Show dimensions of section and method of assembly.

2. Show details of construction at 1/2 scale. C. Samples:

1. 150 mm (6 inch) square samples each top.

2. Front edge, back splash, end splash and core with surface material and booking.

1.4 APPLICABLE PUBLICATIONS
A. Publications listed below form a part of this specification to the extent referenced. Publications are referenced in the text by the basic designation only.
B. American Hardboard Association (AHA):
1. A135.4-04 Basic Hardboard
C. Composite Panel Association (CPA):
1. A208.1-99 Particleboard
^{D. American Society of Mechanical Engineers (ASME):}

1.	A112.18.1-05	Plumbing Fixture Fittings
^2.	^A112.1.2-04	^Air Gaps in Plumbing System
^3.	^A112.19.3-00(R2004)	^Stainless Steel Plumbing Fixtures
		^(Designed for Residential Use)

^{E. American Society for Testing and Materials (ASTM):}

1.	A167-99 (R2004)	Stainless and Heat-Resisting Chromium-Nickel
		^Steel Plate, Sheet and Strip
^2.	^A1008-07	^Steel, Sheet, Cold-Rolled, Carbon, Structural,
		^High Strength, Low Alloy
^3.	^D256-06	^Pendulum Impact Resistance of Plastic
^4.	^D570-98(R2005)	^Water Absorption of Plastics
^5.	^D638-03	^Tensile Properties of Plastics
^6.	^D785-03	^Rockwell Hardness of Plastics and Electrical
		^Insulating Materials
^7.	^D790-07	^Flexural Properties of Unreinforced and
		^Reinforced Plastics and Electrical Insulating
		^Materials
^8.	^D4690-99(2005)	^Urea-Formaldehyde Resin Adhesives
^9.	^G21-96 (R2002)	^Determining Resistance of Synthetic Polymeric
		^Materials to Fungi

F. Federal Specifications (FS):

1. A-A-1936 Adhesive, Contact, Neoprene Rubber
G. U.S. Department of Commerce, Product Standards (PS):
1. PS 1-95 Construction and Industrial Plywood
^{H. National Electrical Manufacturers Association (NEMA):}

1.	LD 3-05	High Pressure Decorative Laminates
^2.	^3.1-95	^Performance, Application, Fabrication, and
		^Installation of High Pressure Decorative Laminates

PART 2 - PRODUCTS

2.1 MATERIALS

A. Stainless Steel: ASTM A167, Type 304.

B. Particleboard: CPA A208.1, Grade 2-M-2.
C. Plywood: PS 1, Exterior type, veneer grade AC not less than five ply construction
D. Adhesive:
1. For Field Joints:
a. Epoxy type, resistant to chemicals as specified for plastic laminate laboratory surfaces.
E. Fasteners:
1. Metals used for welding same metal as materials joined.

^{2. Use studs, bolts, spaces, threaded rods with nuts or screws}

suitable for materials being joined with metal splice plates, channels or other supporting shape.

F. Solid Polymer Material:
1. Filled Methyl Methacrylic Polymer.

^{2. Performance properties required:}

Property Result Test

Elongation 0.3% min. ASTM D638
Hardness 90Rockwell M _{ASTM D785}
Gloss (600 Gordon) 5-20 _{NEMA LD3.1}
^{Color Stability No Change NEMA LD 3}

Abrasion resistance No loss of pattern-Max wear depth 0.0762 mm (0.003 in) – 10000 cycles

NEMA LD3

Water absorption weight(5 max)

24 hours 0.9 ASTM D-570

Izod Impact 14 N m/m – (0.25 ft- lb/in)

ASTM D256 (Method A)

^Impact

Resistance

^{No fracture NEMA LD03 900}

mm(36”) drop 1 kg – (2 lb) Ball

Boiling Water Surface resistance

High temperature

^Resistance

No visible change _{NEMA LD3}

Slight surface dulling _{NEMA LD3}

3. Cast into sheet form and bowl form.

^{4. Color throughout with subtle veining through thickness.}

5. Dupont "Corian" is acceptable if meeting the above properties.

6. Joint adhesive and sealer: Manufacturers silicone adhesive and sealant for joining methyl methacrylic polymer sheet.

2.2 SINKS
A. Stainless Steel:
1. ANSI/ASME A112.19.3, Type 304.

2. Self rim for plastic laminate or similar tops with concealed fasteners.

^{3. Flat rim for welded into stainless steel tops.}

4. Ledge back or ledge sides with holes to receive required fixtures when mounted on countertop.

5. Apply fire resistant sound deadening material to underside. B. Stainless steel circular or oval shaped bowl.
2.3 TRAPS AND FITTINGS
A. Material as specified in DIVISION 22, PLUMBING. B. For Stainless Steel Sinks:

1. Either cast or wrought brass or stainless steel P-traps and drain fittings; ASME A112.18.1

^{2. Flat strainer, except where cup strainer or overflow standpipe}

specified.

a. Provide cup strainer in cabinet type 1B.

b. Provide stainless steel overflow stand pipe to within 38 mm

(1-1/2 inches) of sink rim.
3. Exposed surface chromium plated finish.

2.4 WATER FAUCETS
A. ASME A112.18.1.

2.5 FIXTURE IDENTIFICATION
^{A. Code fixtures with full view plastic index buttons.}

SERVICE	COLOR	CODE	COLOR OF
			^LETTERS
^Cold Water	^Dark Green	^CW	^White

^{Hot Water Red HW White}


Laboratory

^Air

Orange AIR Black

Fuel Gas Dark Blue GAS White

^{Lab Vacuum Yellow VAC Black}

Distilled

Water

White DW Black




Deionized

^Water

White DI Black

Oxygen Light Green OXY White

Hydrogen Pink H Black

^{Nitrogen Gray N Black}

All Other

^Gases

Light Blue CHEM SYM

Black

2.6 ELECTRICAL RECEPTACLES
A. Hospital grade per electrical specifications.

2.7 COUNTERTOPS
A. Fabricate in largest sections practicable. B. Fabricate with joints flush on top surface.

C. Fabricate countertops to overhang front of cabinets and end of assemblies 25 mm (one inch) except where against walls or cabinets.

D. Provide 1 mm (0.039 inch) thick metal plate connectors or fastening devices (except epoxy resin tops).
E. Join edges in a chemical resistant waterproof cement or epoxy cement, except weld metal tops.
F. Fabricate with end splashes where against walls or cabinets. G. Splash Backs and End Splashes:

1. Not less than 19 mm (3/4 inch) thick.

2. Height 100 mm (4 inches) unless noted otherwise. H. Drill or cutout for sinks, and penetrations.

1. Accurately cut for size of penetration.

^{2. Cutout for VL 81 photographic enlarger cabinet.}
a. Finish cutout to fit flush with vertical side of cabinet, allowing adjustable shelf to fit into cutout space of cabinet at counter top level. Finish cutout surface as an exposed edge.

^{b. Provide braces under enlarger space to support not less than}

45 kg (100 pounds) centered on opening side along backsplash. I. Solid-Surfacing-Material Countertops:

1. Solid-Surfacing-Material Thickness: 3/4 inch.

2. Colors, Patterns, and Finishes: As indicated on drawings.

^{3. Fabricate tops in one piece with shop-applied backsplashes.}

Comply with solid-surfacing-material manufacturer's written recommendations for adhesives, sealers, fabrication, and finishing.

PART 3 - EXECUTION

3.1 INSTALLATION
A. Before installing countertops verify that wall surfaces have been finished as specified and that mechanical and electrical service locations are as required.
B. Secure countertops to supporting rails of cabinets with metal fastening devices, or screws through pierced slots in rails.
1. Where type, size or spacing of fastenings is not shown or specified, submit shop drawings showing proposed fastenings and method of installation.

2. Use round head bolts or screws.

3. Use epoxy or silicone to fasten the epoxy resin countertops to the cabinets.

4. Use wood or sheet metal screws for wood or plastic laminate tops;

minimum penetration into top 16 mm (5/8 inch), screw size No 8, or 10.
C. Rubber Moldings:
1. Where shown install molding with butt joints in horizontal runs and mitered joints at corners where ceramic tile occurs omit molding.

2. Fasten molding to wall and to splashbacks and splashends with adhesive.

D. Sinks
1. Install stainless steel sink in plastic laminate tops with epoxy compound to form watertight seal under shelf rim.
a. In laboratory and pharmacy fit stainless steel sink with overflow standpipe.

^{b. Install faucets and fittings on sink ledges with watertight}

seals where shown.

E. Faucets, Fixtures, and Outlets:
1. Seal opening between fixture and top.

2. Secure to top with manufacturers standard fittings.

3.2 PROTECTION AND CLEANING
A. Tightly cover and protect against dirt, water, and chemical or
mechanical injury.
B. Clean at completion of work.

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THE REMAINDER OF THIS PAGE LEFT INTENTIONALLY BLANK
SECTION 13 05 41

SEISMIC RESTRAINT REQUIREMENTS FOR NON-STRUCTURAL COMPONENTS PART 1 - GENERAL

1.1 DESCRIPTION:
A. Provide seismic restraint in accordance with the requirements of this section in order to maintain the integrity of nonstructural components of the building so that they remain safe and functional in case of seismic event.
B. Definitions: Non-structural building components are components or systems that are not part of the building’s structural system whether inside or outside, above or below grade. Non-structural components of buildings include:
1. Architectural Elements: glazing; nonbearing partitions; suspended ceilings; stairs isolated from the basic structure; cabinets; bookshelves; medical equipment; and storage racks.

^{2. Electrical Elements: Power and lighting systems; substations;}

switchgear and switchboards; auxiliary engine-generator sets; transfer switches; motor control centers; motor generators; selector and controller panels; fire protection and alarm systems; special life support systems; and telephone and communication systems.

3. Mechanical Elements: Heating, ventilating, and air-conditioning systems; medical gas systems; plumbing systems; sprinkler systems; pneumatic systems; boiler equipment and components.

4. Transportation Elements: Mechanical, electrical and structural elements for transport systems, i.e., elevators and dumbwaiters, including hoisting equipment and counterweights.

1.2 QUALITY CONTROL:
A. Shop-Drawing Preparation:
1. Have seismic-force-restraint shop drawings and calculations prepared by a professional structural engineer experienced in the area of seismic force restraints. The professional structural engineer shall be registered in the state where the project is located.

2. Submit design tables and information used for the design-force levels, stamped and signed by a professional structural engineer registered in the State where project is located.

B. Coordination:
1. Do not install seismic restraints until seismic restraint submittals are approved by the Contracting Officer’s Representative (COR).

^{2. Coordinate and install trapezes or other multi-pipe hanger}

systems prior to pipe installation.

1.3 SUBMITTALS:
A. Submit a coordinated set of equipment anchorage drawings prior to installation including:
1. Description, layout, and location of items to be anchored or braced with anchorage or brace points noted and dimensioned.

^{2. Details of anchorage or bracing at large scale with all members,}

parts brackets shown, together with all connections, bolts, welds etc. clearly identified and specified.

3. Numerical value of design seismic brace loads.

4. For expansion bolts, include design load and capacity if different from those specified.

B. Submit prior to installation, a coordinated set of bracing drawings for seismic protection of piping, with data identifying the various support-to-structure connections and seismic bracing structural connections, include:
1. Single-line piping diagrams on a floor-by-floor basis. Show all suspended piping for a given floor on the same plain.

2. Type of pipe (Copper, steel, cast iron, insulated, non-insulated, etc.).

3. Pipe contents.

^{4. Structural framing.}

5. Location of all gravity load pipe supports and spacing requirements.

6. Numerical value of gravity load reactions.

7. Location of all seismic bracing.

^{8. Numerical value of applied seismic brace loads.}

9. Type of connection (Vertical support, vertical support with seismic brace etc.).

10. Seismic brace reaction type (tension or compression). Details illustrating all support and bracing components, methods of connections, and specific anchors to be used.
C. Submit prior to installation, bracing drawings for seismic protection of suspended ductwork and suspended electrical and communication cables, include:
1. Details illustrating all support and bracing components, methods of connection, and specific anchors to be used.

2. Numerical value of applied gravity and seismic loads and seismic loads acting on support and bracing components.

3. Maximum spacing of hangers and bracing.

4. Seal of registered structural engineer responsible for design.

D. Submit design calculations prepared and sealed by the registered structural engineer specified above in paragraph 1.3A.
E. Submit for concrete anchors, the appropriate ICBC evaluation reports, OSHPD pre- approvals, or lab test reports verifying compliance with OSHPD Interpretation of Regulations 28-6.
1.4 APPLICABLE PUBLICATIONS:
A. The Publications listed below (including amendments, addenda revisions, supplements and errata) form a part of this specification to the extent referenced. The publications are referenced in text by basic designation only.
B. American Concrete Institute (ACI):
1. 355.2-07 Qualification for Post-Installed Mechanical

Anchors in Concrete and Commentary

C. American Institute of Steel Construction (AISC):

1. Load and Resistance Factor Design, Volume 1, Second Edition. D. American Society for Testing and Materials (ASTM):

1.	A36/A36M-05			Standard Specification for Carbon
				^Structural Steel.
^2.	^A53/A53M-07			^Standard Specification for Pipe, Steel,
				^Black and Hot-Dipped, Zinc-Coated, Welded
				^and Seamless.
^3.	^A307 (REV	^A-07)		^Standard Specification for Carbon Steel
				^Bolts and Studs; 60,000 PSI Tensile
				^Strength.
^4.	^A325-07			^Standard Specification for Structural
				^Bolts, Steel, Heat Treated, 120/105 ksi
				^Minimum Tensile Strength.
^5.	^A325M-05			^Standard Specification for High-Strength
				^Bolts for Structural Steel Joints Metric.
^6.	^A490-06			^Standard Specification for Heat-Treated
				^Steel Structural Bolts, 150 ksi Minimum
				^Tensile Strength.
^7.	^A490M (REV		^A-04)	^Standard Specification for High- Strength
				^Steel Bolts, Classes 10.9 and 10.9.3, for
				^Structural Steel Joints Metric.

^{8. A500/A500M-07 Standard Specification for Cold-Formed}

Welded and Seamless Carbon Steel

Structural Tubing in Rounds and Shapes.

9. A501-07 Specification for Hot-Formed Welded and

Seamless Carbon Steel Structural Tubing.

^{10. A615/A615M-07 Standard Specification for Deformed and}

Plain Billet-Steel Bars for Concrete

Reinforcement.

11. A992/A992M (REV A-06) Standard Specification for Steel for Structural Shapes for Use in Building Framing.

12. A996/A996M (REV A-06) Standard Specification for Rail- Steel

and Axel-Steel Deformed Bars for Concrete

Reinforcement.

13. E488-96(R2003) Standard Test Method for Strength of

^{Anchors in Concrete and Masonry Elements.}
E. International Building Code (IBC) 2009 Edition.
F. VA Seismic Design Requirements, H-18-8, December 2003.
G. National Uniform Seismic Installation Guidelines (NUSIG).
H. Sheet Metal and Air Conditioning Contractors National Association

(SMACNA):

1. Seismic Restraint Manual - Guidelines for Mechanical Systems,

^{1998 Edition and Addendum.}

1.5 REGULATORY REQUIREMENT:
A. IBC 2009.
B. Exceptions: The seismic restraint of the following items may be omitted:
1. Equipment weighing less than 400 pounds, which is supported directly on the floor or roof.

2. Equipment weighing less than 20 pounds, which is suspended from the roof or floor or hung from a wall.

3. Gas and medical piping less than 2 ½ inches inside diameter.

^{4. Piping in boiler plants and equipment rooms less than 1 ¼ inches}

inside diameter.

5. All other piping less than 2 ½ inches inside diameter, except for automatic fire suppression systems.

6. All piping suspended by individual hangers, 12 inches or less in length from the top of pipe to the bottom of the support for the hanger.

7. All electrical conduits, less than 2 ½ inches inside diameter.

8. All rectangular air handling ducts less than six square feet in cross sectional area.

^{9. All round air handling ducts less than 28 inches in diameter.}

10. All ducts suspended by hangers 12 inches or less in length from the top of the duct to the bottom of support for the hanger.