54218106-Spec-Vol 3_FinalCD_013120.pdf

Specifications

Coatesville VA Medical Center

1400 Blackhorse Hill Road | Coatesville, PA 19320

Renovate Building 4A & B Floors

Outpatient Mental Health Clinic

Building 4

VA Contract No. 36C24418C0144

Station Project No. 542-18-106

Bancroft-AE Project No. 18-102

Final Construction Documents Submission

Volume 3 of 4

Divisions 12 - 26

January 31, 2020

DIVISION 12

Furnishings

Coatesville, Pennsylvania 19320

Renovate Building 4 A & B Floors Outpatient Mental Health Clinic

Bancroft Architects + Engineers

09-01-15

Contract No. 36C24418C0144

Bancroft-AE Project No. 18-102 12 32 00-1 01-31-2020

SECTION 12 32 00

MANUFACTURED WOOD CASEWORK

PART 1 - GENERAL

1.1 DESCRIPTION

A. This Section specifies modular plastic laminate casework as detailed on the construction documents, including related components and accessories required to form integral units. Items shown on the construction documents, but not specified below, are to be included as part of the work under this Section, and applicable portions of the specification are to apply to these items.

1.2 RELATED WORK

A. Custom Wood & Laminate Casework: Section 06 20 00, FINISH CARPENTRY.

B. Sealants: Section 07 92 00, JOINT SEALANTS.

C. Resilient Base: Section 09 65 13, RESILIENT BASE AND ACCESSORIES.

D. Backing Plates for Wall Mounted Casework: Section 09 22 16, NON-STRUCTURAL METAL FRAMING.

E. Countertop Construction and Materials and Items Installed in

Countertops: Section 12 36 0061.16, COUNTERTOPS.

F. Plumbing Requirements Related to Casework: Division 22, PLUMBING.

G. Electrical Lighting and Power Requirements Related to Casework:

Division 26, ELECTRICAL.

1.3 SUBMITTALS

A. Submit in accordance with Section 01 33 23, SHOP DRAWINGS, PRODUCT

DATA, AND SAMPLES.

B. Manufacturer's Literature and Data:

1. Locks for doors and drawers.

2. Adhesive cements.

3. Casework hardware.

C. Samples:

1. Wood Face Veneer or Hardwood Plywood.

2. Plastic laminate.

D. Shop Drawings (1/2 full size):

1. Each casework type, showing details of construction, including materials, hardware and accessories.

2. Fastenings and method of installation.

E. Certification:

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Bancroft-AE Project No. 18-102 12 32 00-2 01-31-2020

1. Manufacturer’s qualifications specified.

2. Installer’s qualifications specified.

1.4 QUALITY ASSURANCE

A. Approval by COR is required of manufacturer and installer based upon certification of qualifications specified.

B. Manufacturer’s qualifications:

1. Manufacturer is regularly engaged in design and manufacture of modular plastic laminate casework, casework components and accessories of scope and type similar to indicated requirements for a period of not less than five (5) years.

2. Manufacturer has successfully completed at least three (3) projects of scope and type similar to indicated requirements.

3. Submit manufacturer’s qualifications and list of projects, including owner contact information.

C. Installer Qualifications:

1. Installer has completed at least three (3) projects in last five (5) years in which these products were installed.

2. Submit installer qualifications.

1.5 WARRANTY

A. Construction Warranty: Comply with FAR clause 52.246-21 “Warranty of

Construction”.

B. Manufacturer Warranty: Manufacturer shall warranty their wood casework for a minimum of five (5) years from date of installation and final acceptance by the Government. Submit manufacturer warranty.

1.6 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. ASTM International (ASTM):

A240/A240M-14...........Chromium and Chromium-Nickel Stainless Steel

Plate, Sheet, and Strip for Pressure Vessels and for General Applications

A1008/A1008M-13.........Steel, Sheet, Cold-Rolled, Carbon, Structural, High Strength Low Alloy

C1036-11E1(R2012).......Flat Glass

C. Builders Hardware Manufacturers Association (BHMA):

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Bancroft-AE Project No. 18-102 12 32 00-3 01-31-2020

A156.1-13...............Butts and Hinges

A156.9-10...............Cabinet Hardware

A156.5-14...............Auxiliary Locks and Associated Products

A156.11-14..............Cabinet Locks

D. Composite Panel Association (CPA):

A208.1-09...............Particleboard

A208.2-09...............Medium Density Fiberboard (MDF) for Interior

Applications

E. U.S. Department of Commerce Product Standards (Prod. Std.):

PS 1-09.................Construction and Industrial Plywood

F. Hardwood, Plywood and Veneer Association (HPVA):

HP-1-09.................Hardwood and Decorative Plywood

G. Architectural Woodwork Institute (AWI):

Architectural Woodwork Standards, Edition 2 Certification Program -

H. American Society of Mechanical Engineers (ASME):

A112.18.1-12............Plumbing Fixture Fittings

I. National Electrical Manufacturers Association (NEMA):

LD 3-05.................High Pressure Decorative Laminates

J. Underwriters Laboratories Inc. (UL):

437-08(R2013)...........Key Locks

K. Scientific Equipment and Furniture Association (SEFA):

2.3-10..................Installation of Scientific Laboratory Furniture and Equipment

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Midmarkor VA approved equal.

2.1 PLYWOOD, HARDWOOD FACE VENEER (NOT USED)

2.2 PLASTIC LAMINATE (NOT USED)

2.3 PLYWOOD, SOFTWOOD (NOT USED)

2.4 PARTICLEBOARD (NOT USED)

2.5 MEDIUM DENSITY FIBERBOARD (MDF) (NOT USED)

2.6 GLASS (NOT USED)

2.7 HARDWARE (NOT USED)

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Bancroft-AE Project No. 18-102 12 32 00-4 01-31-2020

2.8 MANUFACTURED PRODUCTS

A. When two (2) or more units are required, use products of one (1) manufacturer.

B. Manufacturer of casework assemblies is to assume complete responsibility for the final assembled unit.

C. Provide products of a single manufacturer for parts which are alike.

2.9 FABRICATION (NOT USED)

2.10 PRODUCTS OF OTHER COMPONENTS DIRECTLY RELATED TO CASEWORK

A. Refer to Section 07 92 00, JOINT SEALANTS for work related to sealants used in conjunction with joints of countertops, casework systems, and adjacent materials.

B. Refer to Section 09 22 16, NON-STRUCTURAL METAL FRAMING for backing plates used in conjunction with wall assemblies for the attachment of casework systems.

C. Refer to Division 22, PLUMBING for the following work related to casework systems:

1. Sinks, faucets and other plumbing service fixtures, venting, and piping systems.

2. Compressed air, gas, vacuum and piping systems.

D. Refer to Division 26, ELECTRICAL for the following work related to casework systems:

1. Connections and wiring devices.

2. Connections and lighting fixtures except when factory installed by the manufacturer.

PART 3 - EXECUTION

3.1 COORDINATION

A. Begin only after work of other trades is complete, including wall and floor finish completed, ceilings installed, light fixtures and diffusers installed and connected and area free of trash and debris.

B. Verify location and size of mechanical and electrical services as required and perform cutting of components of work installed by other trades.

C. Verify reinforcement of walls and partitions for support and anchorage of casework.

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Bancroft-AE Project No. 18-102 12 32 00-5 01-31-2020

D. Coordinate with other Divisions and Sections of the specification for work related to installation of casework systems to avoid interference and completion of service connections.

3.2 INSTALLATION

A. Install casework in accordance with manufacturer’s written instructions and per SEFA 2.3 recommendations.

1. Install in available space; arranged for safe and convenient operation and maintenance.

2. Align cabinets for flush joints except where shown otherwise.

3. Install with bottom of wall cabinets in alignment and tops of base cabinets aligned level, plumb, true, and straight to a tolerance of

3.2 mm in 2438 mm (1/8 inch in 96 inches).

4. Install corner cabinets with hinges on corner side with filler or spacers sufficient to allow opening of drawers.

B. Support Rails:

1. Install true to horizontal at heights shown on construction documents; maximum tolerance for uneven floors is plus or minus

13 mm (1/2 inch).

2. Shim as necessary to accommodate variations in wall surface not exceeding 5 mm (3/16 inch) at fastener.

C. Wall Strips:

1. Install true to vertical and spaced as shown on construction documents.

2. Align slots to assure that hanging units will be level.

D. Plug Buttons:

1. Install plug buttons in predrilled or prepunched perforations not used.

2. Use chromium plate plug buttons or buttons finish to match adjacent surfaces.

E. Seal junctures of casework systems with mildew-resistant silicone sealants as specified in Section 07 92 00, JOINT SEALANTS.

3.3 CLOSURES AND FILLER PLATES

A. Close openings larger than 6 mm (1/4 inch) wide between cabinets and adjacent walls with flat, steel closure strips, scribed to required contours, or machined formed steel fillers with returns, and secured

Renovate Building 4 A & B Floors Outpatient Mental Health Clinic

Bancroft-AE Project No. 18-102 12 32 00-6 01-31-2020 with sheet metal screws to tubular or channel members of units, or bolts where exposed on inside.

B. Where ceilings interfere with installation of sloping tops, omit sloping tops and provide flat steel filler plates.

C. Secure filler plates to casework top members, unless shown otherwise on construction documents.

D. Secure filler plates more than 152 mm (6 inches) in width top edge to a continuous 25 x 25 mm (1 x 1 inch) 0.889 mm (1/16 inch) thick steel formed steel angle with screws.

E. Anchor angle to ceiling with toggle bolts.

F. Install closure strips at exposed ends of pipe space and offset opening into concealed space.

G. Finish closure strips and fillers with same finishes as cabinets.

3.4 FASTENINGS AND ANCHORAGE

A. Do not anchor to wood ground strips.

B. Provide hat shape metal spacers where fasteners span gaps or spaces.

C. Use 6 mm (1/4 inch) diameter toggle or expansion bolts, or other appropriate size and type fastening device for securing casework to walls or floor. Use expansion bolts shields having holding power beyond tensile and shear strength of bolt and breaking strength of bolt head.

D. Use 6 mm (1/4 inch) diameter hex bolts for securing cabinets together.

E. Use 6 mm (1/4 inch) by minimum 38 mm (1-1/2 inch) length lag bolt anchorage to wood blocking for concealed fasteners.

F. Use not less than No. 12 or 14 wood screws with not less than 38 mm

(1-1/2 inch) penetration into wood blocking.

G. Space fastening devices 305 mm (12 inches) on center with minimum of three (3) fasteners in 915 or 1220 mm (3 or 4 foot) unit width.

H. Anchor floor mounted cabinets with a minimum of four (4) bolts through corner gussets. Anchor bolts may be combined with or separate from leveling device.

I. Secure cabinets in alignment with hex bolts or other internal fastener devices removable from interior of cabinets without special tools. Do not use fastener devices which require removal of tops for access.

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Bancroft-AE Project No. 18-102 12 32 00-7 01-31-2020

J. Where units abut end to end, anchor together at top and bottom of sides at front and back. Where units are back to back, anchor backs together at corners with hex bolts placed inconspicuously inside casework.

K. Where type, size, or spacing of fastenings is not shown on construction documents or specified, show on shop drawings proposed fastenings and method of installation.

3.5 ADJUSTMENTS

A. Adjust equipment to insure proper alignment and operation.

B. Replace or repair damaged or improperly operating materials, components or equipment.

3.6 CLEANING

A. Immediately following installation, clean each item, removing finger marks, soil and foreign matter.

B. Remove from job site trash, debris and packing materials.

C. Leave installed areas clean of dust and debris.

3.7 INSTRUCTIONS

A. Provide operational and cleaning manuals and verbal instructions in accordance with Article INSTRUCTIONS, SECTION 01 00 00, GENERAL

REQUIREMENTS.

B. Provide in service training both prior to and after facility opening.

Coordinate in service activities with COR.

C. Commencing at least seven (7) days prior to opening of facility, provide one (1) four (4) hour day of on-site orientation and technical instruction on use and cleaning procedures application to products and systems specified herein.

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Renovate Building 4 A & B Floors Outpaient Mental Health Clinic

Bancroft Architects + Engineers

12-01-15

VA Contract No. 36C24418C0144

VA Project No. 542-18-106

Bancroft-AE Project No. 18-102 12 36 61.16 - 1 01-31-2020

SECTION 12 36 61.16

SOLID SURFACE COUNTERTOPS

PART 1 - GENERAL

1.1 DESCRIPTION

A. This section specifies quartz and solid surface countertops.

B. Integral accessories including;

1. Sinks with traps and drains.

1.2 RELATED WORK

A. Sustainable Design Requirements: Section 01 81 13, SUSTAINABLE

CONSTRUCTION REQUIREMENTS.

B. Color and patterns of quartz and solid surface: See ROOM FINISH LEGEND.

C. Color and patterns of quartz; surfacing, backsplashes, end splashes, apron fronts, vanities, window sills, adhesives and sealants.

D. Color and patterns of solid surface; surfacing, backsplashes, end splashes, apron fronts, vanities, window sills, sinks, adhesives and sealants.

E. DIVISION 26, ELECTRICAL.

F. DIVISION 22, PLUMBING.

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 a scale of 1/2 inch to a foot.

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):

A135.4-95...............Basic Hardboard

C. Composite Panel Association (CPA):

A208.1-09...............Particleboard

Renovate Building 4 A & B Floors Outpaient Mental Health Clinic

Bancroft Architects + Engineers

12-01-15

VA Contract No. 36C24418C0144

VA Project No. 542-18-106

Bancroft-AE Project No. 18-102 12 36 61.16 - 2 01-31-2020

D. American Society of Mechanical Engineers (ASME):

A112.18.1-12............Plumbing Supply Fittings

A112.1.2-12.............Air Gaps in Plumbing System

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

A167-99 (R2009).........Stainless and Heat-Resisting Chromium-Nickel

Steel Plate, Sheet and Strip

A1008-10................Steel, Sheet, Cold-Rolled, Carbon, Structural, High Strength, Low Alloy

D785-08.................Rockwell Hardness of Plastics and Electrical

Insulating Materials

D790-10.................Flexural Properties of Unreinforced and

Reinforced Plastics and Electrical Insulating

Materials

D4690-99(2005)..........Urea-Formaldehyde Resin Adhesives

F. Federal Specifications (FS):

A-A-1936................Adhesive, Contact, Neoprene Rubber

G. U.S. Department of Commerce, Product Standards (PS):

PS 1-95.................Construction and Industrial Plywood

H. ASTM C 170: Standard Test Method for Compressive Strength of Dimension

Stone.

I. SCAQMD Rule 1168: Adhesive and Sealant Application.

J. UL 2818: GREENGUARD Certification Program for Chemical Emissions for

Building Materials, Finishes, and Furnishings.

K. ISO 9001 . . . . . . . .Manufactured Certified Facility

PART 2 - PRODUCTS

2.1 MATERIALS

A. Quartz Agglomerate: Solid sheets consisting of up to 93 percent quartz aggregate combined with polyester resin binders and proprietary pigments that are fabricated using vacuum vibrocompaction technology

Composition: Up to 93 percent quartz aggregate combined with polyester resin binders and proprietary pigments that are fabricated into slabs using vacuum vibrocompaction technology.

1. Material Thickness: Product Type 062, 0.79 inch (2 cm), nominal.

2. Material Weight: 10 lb/sq.ft. (48.8 kg/sq. m) for 0.79 inch (2 cm) thick surfacing.

3. Countertop Dimensions: As indicated on Drawings.

Renovate Building 4 A & B Floors Outpaient Mental Health Clinic

Bancroft Architects + Engineers

12-01-15

VA Contract No. 36C24418C0144

VA Project No. 542-18-106

Bancroft-AE Project No. 18-102 12 36 61.16 - 3 01-31-2020

4. Window Sill Dimensions: As indicated on Drawings and field verified.

5. Conformance Standards: a. NSF/ANSI Standard 51. b. UL 2818: 1)

GREENGUARD, emission levels in UL 2818, Section 7.1 are applicable for furniture products. 2) GREENGUARD Gold, emission levels in UL

2818, Section 7.2 are applicable for building materials, finishes, and furnishings.

6. Physical Characteristics:

a. Flexural Strength: Greater than 4,500 psi (31.0 MPa); ASTM D 790.

b. Flexural Strain: Less than 0.375 percent; ASTM D 790.

c. Flexural Modulus: Greater than 3.75 MPsi; ASTM D 790.

d. Stain resistance (24 Hour): No effect to moderate effect; NEMA LD-3.

e. Abrasion Resistance: Greater than 100 in. lbs.; ASTM C 501.

f. Density: Greater than 2.1 g/.cu. m per ASTM C 97

g. Compressive Strength (One Axis - Div.): Greater than 20,000 psi (138

MPa) per ASTM C 170.

h. Moisture Absorption: Less than 0.03 percent per ASTM C 97.

i. Surface Burning Characteristics: Class I and Class A per ASTM E 84.

7. Quartz Finish: Polished finish with Glossometer reading greater than

45.

8. Colors and Patterns: See ROOM FINISH LEGEND.

9. Edge Detail: 1/4 inch (6 mm) Radius.

B. Composition Solid-Surface Material: Homogeneous-filled plastic resin complying with ICPA SS-1.

1. Material Thickness: Product Type 062, 0.79 inch//Product Type 063 inch, nominal

2. Material Weight: 0.490 inch (12.4 mm)] [0.240 inch (6.1 mm)].

3. Panel Weight: [4.4 lb/sq. ft. (21.5 kg/sq. m)] [2.2 lb/sq. ft. (10.7 kg/sq. m)].

4. Surface-Burning Characteristics: Comply with ASTM E 84; testing by a qualified testing agency. Identify products with appropriate markings of applicable testing agency.

a. Flame-Spread Index: [25] <Insert value> or less.

b. Smoke-Developed Index: [50] [450] <Insert value> or less.

5. Integral Sink Bowls: Comply with CSA B45.5/IAPMO Z124.

6. Colors and Patterns: As selected by Architect from manufacturer's full range.

Renovate Building 4 A & B Floors Outpaient Mental Health Clinic

Bancroft Architects + Engineers

12-01-15

VA Contract No. 36C24418C0144

VA Project No. 542-18-106

Bancroft-AE Project No. 18-102 12 36 61.16 - 4 01-31-2020

C. Composite Wood Products: Products shall be made using ultra-low-emitting formaldehyde resins as defined in the California Air

Resources Board's "Airborne Toxic Control Measure to Reduce

Formaldehyde Emissions from Composite Wood Products" or shall be made with no added formaldehyde.

D. Particleboard: ANSI A208.1, Grade M-2.

E. Plywood: Exterior softwood plywood complying with DOC PS 1, Grade C-

C Plugged, touch sanded.

1. Certified Wood: Wood products shall be certified as “FSC Pure” according to FSC STD-01-001 and FSC STD-40-004.

H. Hardboard: ANSI/AHA A135.4, Type I, tempered, fire retardant treated, smooth surface one side.

I. Adhesive

1. For Field Joints:

a. Epoxy type, resistant to chemicals as specified for surfaces.

b. Fungi resistant: ASTM G-21, rating of 0.

J. 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.

2.2 SINKS

A. Molded Solid Surface:

1. Cast or molded in one piece with interior corners 25 mm (one inch) minimum radius.

2. Minimum thickness of sides and ends 13 mm (1/2 inch), bottom 16 mm

(5/8 inch).

3. Molded outlet for drain and standpipe overflow.

4. Provide clamping collar permitting connection to 38 mm (1-1/2 inch) or 50 mm (2 inch) waste outlet and trap, making sealed but not permanent connection.

B. 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.

Renovate Building 4 A & B Floors Outpaient Mental Health Clinic

Bancroft Architects + Engineers

12-01-15

VA Contract No. 36C24418C0144

VA Project No. 542-18-106

Bancroft-AE Project No. 18-102 12 36 61.16 - 5 01-31-2020

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.

C. Stainless steel circular or oval shaped bowl.

D. Sinks of solid Surface:

1. Minimum 19 mm (3/4 inch) thick, cast into bowl shape with overflow to drain.

2. Provide for undermount installation to countertop.

3. Provide openings for drain.

2.3 TRAPS AND FITTINGS

A. Material as specified in DIVISION 22, PLUMBING.

B. For Molded Solid Surface Sinks:

2. Provide traps with cleanout plug easily removable without tools.

C. For Stainless Steel Sinks:

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

2.4 WATER FAUCETS

A. ASME A112.18.1.

1. Cast or forged brass, compression type with replaceable seat and stem assembly or replaceable cartridge.

2. Indexed lever handles either with or without head.

3. Gooseneck minimum clearance above countertop of 190 mm (7-1/2 inches), bent 180 degrees for vertical discharge.

4. Swing spouts elevated to clear handles.

5. Exposed brass surfaces chromium plated.

6. Cast combination hot and cold fixture with one piece body for multiple outlets.

7. Adapter type connection which will permit field conversion of swing spouts to fixed or gooseneck grouts or vice versa.

B. Automatic Controlled Faucets.

1. Infra-red photocell sensor and a solenoid valve to control water flow automatically.

2. Breaking light beam activates water flow.

3. Water stops when user moves away from light beam.

Renovate Building 4 A & B Floors Outpaient Mental Health Clinic

Bancroft Architects + Engineers

12-01-15

VA Contract No. 36C24418C0144

VA Project No. 542-18-106

Bancroft-AE Project No. 18-102 12 36 61.16 - 6 01-31-2020

2.5 FUEL GAS, LABORATORY AIR AND LABORATORY VACUUM FIXTURES (NOT USED)

2.6 FIXTURE IDENTIFICATION

A. Code fixtures with full view plastic index buttons.

2.7 ELECTRICAL RECEPTACLES

A. Hospital grade per electrical specifications.

2.8 ELECTRIC DROP-IN HOTPLATE (RANGE) UNITS (NOT USED)

2.10 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.

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.

3. Where fixtures or outlets occur: Not less than 150 mm (6 inches) unless noted otherwise.

4. Fabricate Solid Surface or Quartz splash back in maximum lengths practical of the same material.

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. Countertop products shall comply with following standards for biobased materials:

Renovate Building 4 A & B Floors Outpaient Mental Health Clinic

Bancroft Architects + Engineers

12-01-15

VA Contract No. 36C24418C0144

VA Project No. 542-18-106

Bancroft-AE Project No. 18-102 12 36 61.16 - 7 01-31-2020

Material Type Percent by Weight

Composite Panel 89 percent biobased material

Hardwood 89 percent biobased material

Particleboard 89 percent biobased material

Plywood 89 percent biobased material

The minimum-content standards are based on the weight (not the volume) of the material in the insulating core only.

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 countertops to the cabinets.

C. Sinks

1. Install stainless steel sink in quartz tops with epoxy compound to form watertight seal under shelf rim.

a. Install faucets and fittings on sink ledges with watertight seals where shown.

2. Install molded solid surface sinks with epoxy compound to form watertight seal with underside of molded top.

a. Install sink with not less than two channel supports with threaded rods and nuts at each end, expansion bolted to molded top.

b. Design support for a twice the full sink weight.

D. Faucets, Fixtures, and Outlets:

1. Seal opening between fixture and top.

2. Secure to top with manufacturers standard fittings.

E. Electrical Outlets:

Renovate Building 4 A & B Floors Outpaient Mental Health Clinic

Bancroft Architects + Engineers

12-01-15

VA Contract No. 36C24418C0144

VA Project No. 542-18-106

Bancroft-AE Project No. 18-102 12 36 61.16 - 8 01-31-2020

1. Set in cutouts with manufacturers gasket sealing joint with top to prevent water leakage.

2. Install control unit and electric outlets where shown. Seal escutcheon plate at lap if on counter or top to prevent water leakage.

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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VA Project No. 542-18-106

Bancroft-AE Project No. 18-102 12 48 13 - 1 01-31-2020

SECTION TABLE OF CONTENTS

DIVISION 12 - FURNISHINGS

SECTION 12 48 13

ENTRANCE FLOOR MATS AND FRAMES

08/17

PART 1 GENERAL

1.1 REFERENCES

1.2 SUSTAINABILITY REPORTING

1.2.1 EPA Comprehensive Procurement Guidelines

1.2.2 USDA Biobased

1.3 SUBMITTALS

1.4 QUALITY CONTROL

1.5 DELIVERY, STORAGE, AND HANDLING

PART 2 PRODUCTS

2.1 MANUFACTURED UNITS

2.1.1 Entrance Floor Mats and Frames

2.1.1.1 Resilient-Link Mats

2.1.1.2 [Rubber][Vinyl] Mats

2.1.1.3 Coco Mats

2.1.1.4 Recycled Rubber Tire [Tiles][Mats]

2.1.1.5 Carpet-Type Mats

2.1.1.6 Loop Filament Mats

2.1.1.7 Roll-Up Mats

2.1.1.8 Floor Grids

2.1.1.9 Frames

2.1.1.10 Tread Insert Options

2.1.2 Adhesives and Concrete Primers

2.1.3 Graphics

Bancroft-AE Project No. 18-102 12 48 13 - 2 01-31-2020

2.1.4 Color and Size

PART 3 EXECUTION

3.1 EXAMINATION

3.2 INSTALLATION

SECTION 12 48 13

ENTRANCE FLOOR MATS AND FRAMES

08/17

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM B221 (2014) Standard Specification for Aluminum and Aluminum-Alloy

Extruded Bars, Rods, Wire, Profiles, and

Tubes

ASTM B221M (2013) Standard Specification for Aluminum and Aluminum-

Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes (Metric)

ASTM D2047 (2017) Standard Test Method for Static Coefficient of

Friction of Polish-Coated Floor Surfaces as Measured by the James Machine

ASTM E648 (2017a) Standard Test Method for Critical Radiant Flux of

Floor-Covering Systems Using a Radiant

Heat Energy Source

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U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

36 CFR 1191 Americans with Disabilities Act (ADA)

Accessibility Guidelines for Buildings and

Facilities; Architectural Barriers Act

(ABA) Accessibility Guidelines

1.2 SUSTAINABILITY REPORTING

Materials in this technical specification may increase contract compliance with sustainability requirements.

1.2.1 EPA Comprehensive Procurement Guidelines

See Section 01 33 29 SUSTAINABILITY REPORTING for requirements associated with EPA-designated products.

1.2.2 USDA Biobased

See Section 01 33 29 SUSTAINABILITY REPORTING for requirements associated with USDA Biobased products.

1.3 SUBMITTALS

SUSTAINABILITY REPORTING. Submit the following in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Installation Drawings;

Detail Drawings;

Entrance Floor Mats Adhesives and Concrete

Primers;

SD-04 Samples

Entrance Floor Mats 9” X 9”.

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SD-08 Manufacturer's Instructions

Manufacturer's Instructions

SD-10 Operation and Maintenance Data

Protection, Maintenance, and Repair Information

1.4 QUALITY CONTROL

Comply with 36 CFR 1191 Americans with Disabilities Act (ADA)

Accessibility Guidelines for Buildings and Facilities; Architectural

Barriers Act (ABA) Accessibility Guidelines for installed entrance floor mats and frames. Ensure that entrance floor mats and frames are slip-resistant in accordance with ASTM D2047, with a minimum 0.60 coefficient of friction, for accessible routes and are structurally capable of withstanding auniform floor load of 14 kPa 300 lb/sq ft

. Ensure that flammability is in accordance with ASTM E648, Class 1, Critical Radiant Flux, minimum 0.45 watts/square meter.

1.5 DELIVERY, STORAGE, AND HANDLING

Deliver materials to the project site in their original packages or containers bearing labels clearly identifying the manufacturer, brand name, and quality or grade.

Store materials in their original unbroken packages or containers in the area in which they will be installed. Unwrap, inspect, and place mats at indicated locations. Remove all excess packing materials.

PART 2 PRODUCTS

2.1 MANUFACTURED UNITS

2.1.1 Entrance Floor Mats

Submit the manufacturer's catalog data. Submit samples of assembled sections of floor mats showing corners, intersections, and other details of construction. Submit samples of exposed floor mats, s and accessories.

2.1.1.1 Resilient-Link Mats – Not Used

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2.1.1.2 [Rubber][Vinyl] Mats – Not Used

2.1.1.3 Coco Mats – Not Used

2.1.1.4 Recycled Rubber Tire [Tiles][Mats] – Not Used

2.1.1.5 Carpet-Type Mats – Not Used

2.1.1.6 Loop Filament Mats – Not Used

2.1.1.7 Roll-Up Mats

Provide roll-up mats with heat welded flexible extruded PVC, vinyl grid tread rails spaced a maximum 51 mm 2 inches on center and running counter to the traffic flow. Ensure that the mats must allow debris to fall to subfloor. Ensure that tread rails are connected by vinyl grid a vinyl edge around the perimeter and a continuous vinyl cushion.

Provide surface mats mounted withcarpet consisting of premium polyamide nylon carpet fibers fusion-bonded to a rigid two-ply backing to prevent fraying and supplied in continuous splice-free lengths. Carpehas antistatic and antistain treatmentsnylon fiber 6.6 carpet inserts.

2.1.1.8 Floor Grids – Not Used

2.1.1.9 Frames – Not Used

2.1.1.10 Tread Insert Options

Provide tread inserts consisting of 100% Premium Polyamide Nylon carpet fibers fusion-bonded to a rigid two-ply backing to prevent fraying and supplied in continuous splice-free lengths; carpet has antistatic and antistain treatments. Ensure that pile weight

Bancroft-AE Project No. 18-102 12 48 13 - 6 01-31-2020 is a minimum 30 ounces per square yard.

2.1.2 Adhesives and Concrete Primers

Provide adhesives and concrete primers, where required, according to the manufacturer's recommendations.

2.1.3 Graphics – Not Used

2.1.4 Color and Size

Ensure that color is in accordance with the drawings and the Room Finish

Legend. Ensure that the size of mat is as indicated.

PART 3 EXECUTION

3.1 EXAMINATION

Comply with the manufacturer's requirements for substrates and floor conditions affecting installation of floor mats. Ensure that all unsatisfactory conditions have been corrected before installation.

3.2 INSTALLATION

Submit detail drawings. Provide installation drawings. Provide the manufacturer's protection, maintenance, and repair information.

Install floor mats according to manufacturer's instructions. Set mat tops at the height recommended by the manufacturer for the most effective cleaning action. Provide clearance between bottoms of doors and tops of mats.

-- End of Section --

DIVISION 14

Conveying Equipment

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SECTION 14 24 00

HYDRAULIC ELEVATORS

PART 1 – GENERAL

1.1 DESCRIPTION

A. This section specifies the engineering, furnishing, and installation of the complete hydraulic elevator system as described herein and as indicated on the contract drawings.

B. Items listed in the singular apply to each elevator in this specification except where noted.

D. Service/Passenger Elevator S1 shall be oil hydraulic, microprocessor control system, and power operated two speed side opening car and hoistway doors. Elevator shall have Class “C3” loading.

ELEVATOR SCHEDULE

Elevator Number S1

Overall Platform Size

Clear Inside Platform 6’-0” Wide x 9’-4 1/2” Deep

Rated Load – kg (lb) 5000 lbs

Contract Speed - m/s (fpm) 100 (fpm)

Total Travel – m (ft) 39’-0”

Floors Served Ground, First and Second

Number of Openings 3

Entrance Type & Size Two Speed Side Opening 4’-0” Wide

X 7’-0” High

Plunger Size Hole-less Dual Piston

1.2 RELATED WORK

A. Section 01 33 23 SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION (FAR

52.236-21) and, SPECIAL NOTES (VAAR 852.236-91), in GENERAL CONDITIONS.

B. Section 07 84 00, FIRESTOPPING: Sealing around penetrations to maintain the integrity of fire-rated construction.

C. Section 26 05 11, REQUIREMENTS FOR ELECTRICAL INSTALLATIONS: General electrical requirements that are common to more than one section.

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D. Section 26 05 19, LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

(600 VOLTS AND BELOW): Low Voltage power and lighting wiring.

E. Section 26 05 26, GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS:

Requirements for personnel safety and to provide a low impedance path for possible ground fault currents.

F. Section 26 05 33, RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS: Conduits for cables and wiring.

G. Section 26 05 73, OVERCURRENT PROTECTIVE DEVICE COORDINATION STUDY:

Requirements for installing the over-current protective devices to ensure proper equipment and personnel protection.

H. Section 26 22 00, LOW-VOLTAGE TRANSFORMERS: Low voltage transformers.

I. Section 26 24 16, PANELBOARDS: Low voltage panelboards.

J. Section 26 43 13, TRANSIENT-VOLTAGE SURGE SUPPRESSION: Surge suppressors installed in panelboards.

K. Section 26 51 00, INTERIOR LIGHTING: Fixture and ballast type for interior lighting.

1.3 QUALIFICATIONS

A. Approval by the Contracting Officer is required for products or services of proposed manufacturers, suppliers and installers and shall be contingent upon submission by Contractor of a certificate stating the following:

1. Elevator contractor is currently and regularly engaged in the installation of elevator equipment as one of his principal products.

2. Elevator contractor shall have five (5) years of successful experience, trained supervisory personnel, and facilities to install elevator equipment specified herein.

3.Elevator Mechanic (Installer) shall have passed a Mechanic

Examination approved by the U.S. Department of Labor and have technical qualifications of at least five years of experience in the elevator industry or 10,000 hours of field experience working in the elevator industry with technical update training. Apprentices shall be actively pursuing Certified Elevator Mechanic status.

Certification shall be submitted for all workers employed in this capacity.

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B. Welding at the project site shall be made by welders and welding operators who have previously qualified by test as prescribed in

American Welding Society Publications AWS Dl.1 to perform the type of work required. Certificates shall be submitted for all workers employed in this capacity. A welding or hot work permit is required for each day and shall be obtained from the VAMC safety department. Request permit one day in advance.

C. Electrical work shall be performed by a Licensed Master Electrician and

Licensed Journeymen Electricians as requirements by NEC. Certificates shall be submitted for all workers employed in this capacity.

D. Approval will not be given to elevator contractors and manufacturers who have established on prior projects, either government, municipal, or commercial, a record for unsatisfactory elevator installations, have failed to complete awarded contracts within the contract period, and do not have the requisite record of satisfactory performing elevator installations of similar type and magnitude.

E. Approval of Elevator Contractor’s equipment will be contingent upon their providing factory training, engineering and technical support, including all manuals, wiring diagrams, and tools necessary for adjusting, maintenance, repair, and testing of equipment to the VA for use by the VA’s designated Elevator Maintenance Service Provider.

Identifying an elevator maintenance service provider that shall render services within one hour of receipt of notification, together with certification that the quantity and quality of replacement parts stock is sufficient to warranty continued operation of the elevator installation.

G. The Contractor shall provide and install safety devices that have been subjected to tests witnessed and certified by an independent professional testing laboratory that is not a subsidiary of the firm that manufactures supplies or installs the equipment.

1.4 APPLICABLE PUBLICATIONS

A. The publications listed below form a part of this specification.

Elevator installation shall meet the requirements of the latest editions published and adopted by the United States Department of

Veterans Affairs on the date contract is signed.

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B. Federal Specifications (Fed. Spec.):

J-C-30B.................Cable and Wire, Electrical (Power, Fixed

Installation)

J-C-580.................Cord, Flexible, and Wire, Fixture

W-S-610.................Splice Connectors

W-C-596F................Connector, Plug, Electrical; Connector, Receptacle, Electrical

W-F-406E................Fittings for Cable, Power, Electrical and

Conduit, Metal, Flexible

HH-I-558C...............Insulation, Blankets, Thermal (Mineral Fiber, Industrial Type)

W-F-408E................Fittings for Conduit, Metal, Rigid (Thick-Wall and Thin-wall EMT Type)

RR-W-410................Wire Rope and Strand

TT-E-489J...............Enamel, Alkyd, Gloss, Low VOC Content

QQ-S-766................Steel, Stainless and Heat Resisting, Alloys, Plate, Sheet and Strip

C. American Society of Mechanical Engineers (ASME):

A17.1...................Safety Code for Elevators and Escalators

A17.2...................Inspectors Manual for Electric Elevators and

Escalators

D. National Fire Protection Association:

NFPA 13.................Standard for the Installation of Sprinkler

Systems

NFPA 70.................National Electrical Code (NEC)

NFPA 72.................National Fire Alarm and Signaling Code

NFPA 101................Life Safety Code

NFPA 252 - Fire Test of Door Assemblies

E. International Building Code (IBC)

F. American Society for Testing and Materials (ASTM):

A1008/A1008M-09.........Steel, Sheet, Cold Rolled, Carbon, Structural, High-Strength Low-Alloy and High Strength Low-

Alloy with Improved Formability

E1042-02................Acoustically Absorptive Materials Applied by

Trowel or Spray

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G. Manufacturer's Standardization Society of the Valve and Fittings

Industry (MSS):

SP-58...................Pipe Hangers and Supports

H. Society of Automotive Engineers, Inc. (SAE):

J517-91.................Hydraulic Hose, Standard

I. Gages:

For Sheet and Plate: U.S. Standard (USS)

For Wires: American Wire Gauge (AWG)

J. American Welding Society (AWS):

D1.1....................Structured Welding Code – Steel

K. National Electrical Manufacturers Association (NEMA):

LD-3....................High-Pressure Decorative Laminates

L. Underwriter's Laboratories (UL):

486A....................Safety Wire Connectors for Copper Conductors

797.....................Safety Electrical Metallic Tubing

M. Institute of Electrical and Electronic Engineers (IEEE)

N. Regulatory Standards:

VA Barrier Free Design Handbook H-18-13

VA Seismic Design Manual H-18-8

1.5 SUBMITTALS

A. Submit in accordance with Specification Section 01 33 23, SHOP

DRAWINGS, PRODUCT DATA, and SAMPLES.

B. Before execution of work, furnish information to evidence full compliance with contract requirements for proposed items. Such information shall include, as required: Manufacturer's Name, Trade

Names, Model or Catalog Number, Nameplate Data (size, capacity, and rating) and corresponding specification reference (Federal or project specification number and paragraph). All submitted drawings and related elevator material shall be forwarded to the Contracting Officer.

C. Shop Drawings:

1. Complete scaled and dimensioned layout in plan and section view showing the arrangement of equipment and all details of each elevator unit specified including:

a. Complete layout showing location of storage tank/pump assembly, controller, piping layout, outside diameter of cylinder/plunger

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b. Car, guide rails, brackets, buffers, and other components located in hoistway.

c. Rail bracket spacing and maximum vertical forces on guide rails in accordance with H-18-8 for Seismic Risk Zone 2 or greater.

d. Reaction at points of support and buffer impact loads.

e. Weight of principal parts.

f. Top and bottom clearances and over travel of the car.

g. Location of main line switch/shunt trip circuit breaker, switchboard panel, light switch, and feeder extension points in the machine room

h. Location of pit access ladder and sump pit.

2. Drawings of hoistway entrances and doors showing details of construction and method of fastening to the structural members of the building.

a. If drywall construction is used to enclose hoistway, submit details of interface fastenings between entrance frames and drywall.

b. Sill details including sill support.

D. Samples:

1. One each of stainless steel, 75 mm x 125 mm (3 in. x 5 in.).

2. One each of baked enamel, 75 mm x 125 mm (3 in. x 5 in.).

3. One each of color floor covering.

4. One each of protection pads, 75 mm x 125 mm (3 in. x 5 in.) if used.

5. One each car and hoistway Braille plate sample.

6. One each car and hall button sample.

7. One each car and hall lantern/position indicator sample.

8. One each wall and ceiling material finish sample.

9. One each car lighting sample.

E. Name of manufacturer, type or style designation, and applicable data of the following equipment shall be shown on the elevator layouts:

1. Storage tank/pump assembly.

2. Pump and motor, HP and RPM rating, Voltage, Starting and Full Load

Ampere, Number of phases, and Gallons per minute.

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3. Controller.

4. Starters and Overload Current Protection Devices.

5. Car Safety Device; Rupture Valve and Manual Shut Off Valves.

6. Electric Door Operator; HP, RPM, Voltage, and Ampere rating of motor.

7. Hoistway Door Interlocks.

8. Car Buffers; maximum and minimum rated load, maximum rated striking speed and stroke.

9. Cab Ventilation Unit; HP rating and CFM rating.

F. Complete construction drawings of elevator car enclosure, showing dimensioned details of construction, fastenings to platform, car lighting, ventilation, ceiling framing, top exits, and location of car equipment.

G. Complete dimensioned detail of vibration isolating foundations for storage tank/pump assembly.

H. Dimensioned drawings showing details of:

1. All signal and operating fixtures.

2. Car slide guides/roller guides.

3. Hoistway door tracks, hangers, and sills.

4. Door operator, infrared curtain units.

I. Cut sheets or drawings showing details of controllers and supervisory panels.

J. Furnish certificates as required under: Paragraph "QUALIFICATIONS".

1.6 WIRING DIAGRAMS

A. Provide three complete sets of paper and one electronic set of field wiring and straight-line wiring diagrams showing all electrical circuits in the hoistway, machine room and fixtures. Install one set coated with an approved plastic sealer and mounted in the elevator machine room as directed by the Resident Engineer.

B. In the event field modifications are necessary during installation, diagrams shall be revised to include all corrections made prior to and during the final inspection. Corrected diagrams shall be delivered to the Resident Engineer within thirty (30) days of final acceptance.

C. Provide the following information relating to the specific type of microprocessor controls installed:

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1. Owner's information manual, containing job specific data on major components, maintenance, and adjustment.

2. System logic description.

3. Complete wiring diagrams needed for field troubleshooting, adjustment, repair and replacement of components. Diagrams shall be base diagrams, containing all changes and additions made to the equipment during the design and construction period.

4. Changes made during the warranty period shall be noted on the drawings in adequate time to have the finalized drawings reproduced for mounting in the machine room no later than six months prior to the expiration of the warranty period.

1.7 ADDITIONAL EQUIPMENT

A. Additional equipment required to operate the specified equipment manufactured and supplied for this installation shall be furnished and installed by the contractor. The cost of the equipment shall be included in the base bid.

1.8 TOOL CABINET

A. Provide a metal parts/tool cabinet, having two shelves and hinged doors. Cabinet size shall be 1200 mm (48 in.) high, 750 mm (30 in.)

wide, and 450 mm (18 in.) deep.

1.9 PERFORMANCE STANDARDS

A. The elevators shall meet the highest standards of the industry and specifically the following:

1. Contract speed is high speed in either direction of travel with rated capacity load in the elevator. Speed variation under all load conditions, regardless of direction of travel, shall not vary more than five (5) percent.

2. The controlled rate of change of acceleration and retardation of the car shall not exceed 0.1G per ft/s/s and the maximum acceleration and retardation shall not exceed 0.2G per ft/s/s.

3. Starting, stopping, and leveling shall be smooth and comfortable without appreciable steps of acceleration and deceleration.

B. Passenger/Service door operators shall open the car door and hoistway door at 75 cm (2.5 ft) per second and close at 30 cm (1 ft) per second.

Freight door operators shall open and close at 30 cm (1 ft) per second.

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C. Floor level stopping accuracy shall be within 3 mm (.125 in.) above or below the floor, regardless of load condition.

D. Noise and Vibration Isolation: All elevator equipment including their supports and fastenings to the building, shall be mechanically and electrically isolated from the building structure to minimize objectionable noise and vibration transmission to car, building structure, or adjacent occupied areas of building.

E. Sound Isolation: Noise level relating to elevator equipment operation in machine room shall not exceed 80 decibels. All db readings shall be taken three (3) feet off the floor and three (3) feet from equipment.

F. Airborne Noise: Measured noise level of elevator equipment during operation shall not exceed 50 decibels in elevator lobbies and 60 decibels inside car under any condition including door operation and car ventilation exhaust blower on its highest speed.

1.10 WARRANTY

A. Submit all labor and materials furnished regarding elevator system and installation to terms of "Warranty of Construction" articles of FAR clause 52.246-21. The one-year Warranty shall commence after final inspection, completion of performance test, and upon full acceptance of the installation and run concurrent with the guarantee period of service.

B. During warranty period if a device is not functioning properly in accordance with specification requirements, more maintenance than the contract requires keeping device operational, device shall be removed and a new device meeting all requirements shall be installed as part of work until satisfactory operation of installation is obtained. Period of warranty shall start anew for such parts from date of completion of each new installation performed, in accordance with foregoing requirements.

1.11 POWER SUPPLY

A. For power supply in each machine room, see Specification 26 05 19, Electrical specifications, and Electrical drawings.

B. Main Line Disconnect Switch/Shunt Trip Circuit Breaker for each controller shall be located inside the machine room at the strike side of the machine room door and lockable in the “Off” position.

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C. Surge Suppressors to protect the elevator equipment.

1.12 EMERGENCY POWER SUPPLY

A. Emergency power supply, its starting means, transfer switch for transfer of elevator supply from normal to emergency power, two pair of conductors in a conduit from an auxiliary contact on the transfer switch (open or close contacts as required by Controller Manufacturer) to terminals in the group elevator controller and other related work shall be provided by the Electrical Contractor.

B. Upon loss of…