Specs_W912PL-18-R-0001_VA_LB_MHIP_MHOP_RTA_Vol_4.pdf

U.S. ARMY CORPS OF ENGINEERS

LOS ANGELES DISTRICT

RFP No. W912PL-18-R-0001

Veterans Affairs Healthcare System Medical Center

Mental Health Outpatient Facility

Long Beach, Los Angeles County, California

Volume 4 of 6 MHOP Specifications, Divisions 02-14

Construction Solicitation and Specifications

Request for proposal

MARCH 2018

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Mental Health Outpatient Facility VAMC, Long Beach, California (W912PL-18-R-0001)

PROJECT TABLE OF CONTENTS PAGE 1

PROJECT TABLE OF CONTENTS

MENTAL HEALTH OUTPATIENT FACILITY - BUILDING 162

DIVISIONS 02 THRU 33

VOLUME 4 – DIVISIONS 02 THRU 14

DIVISION 02 - EXISTING CONDITIONS

02 21 00 SITE SURVEYS

02 41 00 DEMOLITION

02 82 13.00 10 ASBESTOS ABATEMENT

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL FRAMING

05 12 13 ARCHITECTURALLY EXPOSED STRUCTURAL STEEL FRAMING (AESS)

05 12 50 BUCKLING RESTRAINED BRACES

05 31 00 STEEL DECKING

05 36 00 COMPOSITE METAL DECKING

05 40 00 COLD-FORMED METAL FRAMING

05 50 00 METAL FABRICATIONS

05 51 00 METAL STAIRS

05 52 13 METAL RAILINGS

05 71 00 DECORATIVE METAL STAIRS WITH GLAZED RAILINGS

05 75 00 DECORATIVE FORMED METAL

DIVISION 06 - WOOD, PLASTICS AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 16 00 SHEATHING

06 20 00 FINISH CARPENTRY

06 65 00 SOLID POLYMER FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 08 00 FACILITY EXTERIOR CLOSURE COMMISSIONING

07 14 16 COLD FLUID APPLIED WATERPROOFING

07 16 16 CRYSTALLINE WATERPROOFING

07 18 13 PEDESTRIAN TRAFFIC COATINGS

07 21 00 THERMAL INSULATION

07 22 00 ROOF AND DECK INSULATION

07 27 10 UNDER-SLAB VAPOR RETARDER

07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIER, VAPOR PERMEABLE

07 42 33 SOLID PHENOLIC EXTERIOR WALL PANELS

07 46 46 FIBER-CEMENT RAINSCREEN PANELS

07 54 19 POLYVINYL-CHLORIDE (PVC) ROOFING

07 55 56 FLUID-APPLIED PROTECTED MEMBRANE ROOFING

PROJECT TABLE OF CONTENTS PAGE 2

07 60 00 FLASHING AND SHEET METAL

07 84 00 FIRESTOPPING

07 84 46 FIRE-RESISTIVE JOINT SYSTEMS

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 HOLLOW METAL DOORS AND FRAMES

08 14 00 INTERIOR WOOD DOORS

08 31 13 ACCESS DOORS AND FRAMES

08 41 00 EXTERIOR ALUMINUM-FRAMED ENTRANCES

08 43 26 INTERIOR FRAMED GLASS PARTITION SYSTEM

08 44 13 GLAZED ALUMINUM WINDOW AND CURTAIN WALLS

08 56 53 BLAST RESISTANT FACADE FOR LIFE SAFETY RATED BUILDINGS

08 71 00 DOOR HARDWARE

08 71 13 AUTOMATIC DOOR OPERATORS

08 80 00 GLAZING

08 90 00 LOUVERS AND VENTS

DIVISION 09 - FINISHES

09 05 16 SUBSURFACE PREPARATION FOR FLOOR FINISHES

09 06 00 SCHEDULE FOR FINISHES

09 22 16 NON-STRUCTURAL METAL FRAMING

09 24 00 PORTLAND CEMENT PLASTERING

09 29 00 GYPSUM BOARD

09 30 13 TILING

09 51 00 ACOUSTICAL CEILINGS

09 65 13 RESILIENT BASE AND ACCESSORIES

09 65 16 RESILIENT SHEET FLOORING

09 67 23.50 RESINOUS (EPOXY TERRAZZO) FLOORING (RES-5)

09 68 00 CARPETING

09 72 00 WALL COVERINGS

09 72 90 INTERIOR SOLID PHENOLIC WALL SYSTEM

09 75 13 INTERIOR STONE FACING

09 77 23 FABRIC WRAPPED PANELS

09 91 00 PAINTING

DIVISION 10 - SPECIALTIES

10 11 23 TACKBOARDS AND VISUAL DISPLAY SURFACES

10 14 00 EXTERIOR SIGNAGE

10 14 13 INTERIOR SIGNAGE

GRAPHIC SIGNAGE SCHEDULES

10 21 13 TOILET COMPARTMENTS

10 26 00 WALL AND DOOR PROTECTION

10 28 00 TOILET, BATH, AND LAUNDRY ACCESSORIES

10 44 13 FIRE EXTINGUISHER CABINETS

10 51 13 METAL LOCKERS

10 70 00 EXTERIOR SUN CONTROL DEVICES

DIVISION 11 - EQUIPMENT

11 05 12 GENERAL MOTOR REQUIREMENTS FOR EQUIPMENT

11 24 23 BUILDING MAINTENANCE EQUIPMENT

PROJECT TABLE OF CONTENTS PAGE 3

DIVISION 12 - FURNISHINGS

12 24 13 ROLLER WINDOW SHADES

12 36 61 SIMULATED STONE COUNTERTOPS

12 48 23 ENTRANCE FLOOR GRIDS

12 93 00 SITE FURNISHINGS

DIVISION 13 - SPECIAL CONSTRUCTION

13 05 41 SEISMIC RESTRAINT REQUIREMENTS FOR NON-STRUCTURAL COMPONENTS

DIVISION 14 - CONVEYING EQUIPMENT

14 24 00 HYDRAULIC ELEVATORS

VOLUME 5 – DIVISIONS 21 THRU 33

DIVISION 21 - FIRE SUPPRESSION

21 08 00 COMMISSIONING OF FIRE SUPPRESSION SYSTEMS

21 13 13 WET-PIPE SPRINKLER SYSTEMS

DIVISION 22 - PLUMBING

22 05 11 COMMON WORK RESULTS FOR PLUMBING

22 05 12 GENERAL MOTOR REQUIREMENTS FOR PLUMBING EQUIPMENT

22 05 19 METERS AND GAGES FOR PLUMBING PIPING

22 05 23 GENERAL-DUTY VALVES FOR PLUMBING PIPING

22 07 11 PLUMBING INSULATION

22 08 00 COMMISSIONING OF PLUMBING SYSTEMS

22 11 00 FACILITY WATER DISTRIBUTION

22 11 23 DOMESTIC WATER PUMPS

22 13 00 FACILITY SANITARY AND VENT PIPING

22 13 23 SANITARY WASTE INTERCEPTORS

22 14 00 FACILITY STORM DRAINAGE

22 14 29 SUMP PUMPS

22 35 00 DOMESTIC WATER HEAT EXCHANGERS

22 40 00 PLUMBING FIXTURES

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 05 11 COMMON WORK RESULTS FOR HVAC

23 05 12 GENERAL MOTOR REQUIREMENTS FOR HVAC EQUIPMENT

23 05 41 NOISE AND VIBRATION CONTROL FOR HVAC PIPING AND EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 11 HVAC INSULATION

23 08 00 COMMISSIONING OF HVAC SYSTEMS

23 09 23 DIRECT-DIGITAL CONTROL SYSTEM FOR HVAC

23 21 13 HYDRONIC PIPING

23 21 23 HYDRONIC PUMPS

23 22 13 STEAM AND CONDENSATE HEATING PIPING

23 22 23 STEAM CONDENSATE PUMPS

23 25 00 HVAC WATER TREATMENT

PROJECT TABLE OF CONTENTS PAGE 4

23 31 00 HVAC DUCTS AND CASINGS

23 34 00 HVAC FANS

23 36 00 AIR TERMINAL UNITS

23 37 00 AIR OUTLETS AND INLETS

23 40 00 HVAC AIR CLEANING DEVICES

23 73 00 INDOOR CENTRAL-STATION AIR-HANDLING UNITS

23 82 16 AIR COILS

DIVISION 25 - INTEGRATED AUTOMATION

25 10 10 ADVANCED UTILITY METERING SYSTEM

DIVISION 26 - ELECTRICAL

26 05 11 REQUIREMENTS FOR ELECTRICAL INSTALLATIONS

26 05 19 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

26 05 33 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS

26 05 41 UNDERGROUND ELECTRICAL CONSTRUCTION

26 05 49 VIBRATION CONTROLS FOR ELECTRICAL SYSTEMS

26 05 73 OVERCURRENT PROTECTIVE DEVICE COORDINATION STUDY

26 08 00 COMMISSIONING OF ELECTRICAL SYSTEMS

26 09 23 LIGHTING CONTROLS

26 22 00 LOW-VOLTAGE TRANSFORMERS

26 24 13 DISTRIBUTION SWITCHBOARDS

26 24 16 PANELBOARDS

26 24 19 MOTOR CONTROL CENTERS

26 27 26 WIRING DEVICES

26 29 11 MOTOR CONTROLLERS

26 29 21 ENCLOSED SWITCHES AND CIRCUIT BREAKERS

26 31 00 SOLAR PHOTOVOLTAIC SYSTEMS

26 36 23 AUTOMATIC TRANSFER SWITCHES

26 43 13 SURGE PROTECTIVE DEVICES

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 05 00 REQUIREMENTS FOR COMMUNICATIONS INSTALLATIONS

27 05 26 GROUNDING AND BONDING FOR COMMUNICATIONS SYSTEMS

27 05 28 PATHWAYS FOR COMMUNICATION SYSTEMS

27 08 00 COMMISSIONING OF COMMUNICATION SYSTEMS

27 10 00 STRUCTURED CABLE SYSTEM

27 41 31 MASTER ANTENNA TELEVISION SYSTEM

27 52 23 NURSE CALL SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 08 00 COMMISSIONING OF ELECTRONIC SAFETY AND SECURITY SYSTEMS

28 13 11 PHYSICAL ACCESS CONTROL SYSTEM

28 16 11 INTRUSION DETECTION SYSTEM

28 23 00 VIDEO SURVEILLANCE

28 26 00 ELECTRONIC PERSONAL PROTECTION SYSTEM

28 31 00 FIRE DETECTION AND ALARM

PROJECT TABLE OF CONTENTS PAGE 5

DIVISION 31 - EARTHWORK

31 10 00 SITE CLEARING

31 20 00 EARTHWORK

31 23 19 DEWATERING

31 25 00 EROSION CONTROL

31 50 00 EXCAVATION SUPPORT AND PROTECTION

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 05 23 CEMENT AND CONCRETE FOR EXTERIOR IMPROVEMENTS

32 12 16 ASPHALT PAVING

32 13 16 DECORATIVE CONCRETE PAVING

32 13 73 CONCRETE PAVING JOINT SEALANTS

32 14 00 UNIT PAVING

32 15 40 DECOMPOSED GRANITE GRAVEL

32 17 23 PAVEMENT MARKINGS

32 17 26 TACTILE WARNING SURFACING

32 84 00 PLANTING IRRIGATION

32 90 00 PLANTING

DIVISION 33 - UTILITIES

33 08 00 COMMISSIONING OF SITE UTILITY SYSTEMS

33 10 00 WATER UTILITIES

33 10 11 UNDERGROUND CHILLED WATER PIPING DISTRIBUTION SYSTEM

33 11 16 PIPE EXPANSION FITTING AND LOOPS

33 30 00 SANITARY SEWER UTILITIES

33 40 00 STORM SEWER UTILITIES

33 63 00 STEAM ENERGY DISTRIBUTION

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VA Long Beach Healthcare System Medical Center

MENTAL HEALTH OUTPATIENT FACILITY

(BUILDING 162)

VA Project Number 600-405A For Bidding Purposes Only November 17, 2017

02 21 00 - 1

SECTION 02 21 00

SITE SURVEYS

PART 1 - GENERAL

1.1 DESCRIPTION

This section specifies the gathering of research documents, performance of a property and topographic survey and preparation of a site survey map.

1.2 DEFINITIONS

A. Professional Land Surveyor: One who possesses a valid state license as a "Professional Land Surveyor" from the state of California.

B. Professional Civil Engineer: One who possesses a valid state license as a "Professional Civil Engineer" from the state of California. For this section, the term "surveyor" shall also include Professional Civil

Engineers authorized to practice Land Surveying under the laws of the state in which they practice.

PART 2 - EXECUTION

A. The surveyor shall research available public records for all mapping, monumentation, plats, governmental surveys etc. that may pertain to the subject property. Research all applicable public utilities for substructure data such as sewers, storm drains, water lines, electrical conduits etc.

B. The survey shall be performed on the ground in accordance with the current "Accuracy Standards for Land Title Surveys" as adopted, from time to time, by the American Congress on Surveying and Mapping, the

National Society of Professional Surveyors, and the American Land Title

Association.

C. The surveyor, when applicable, shall consult with the Contracting

Officer to determine scale of plat or map and size of drawings.

D. The surveyor shall furnish two sets of prints of the plat or map of survey and the electronic CADD file for 3D software. The sheets shall be numbered, the total number of sheets indicated and the match lines shall be shown on each sheet.

E. On the plat or map, the survey boundary shall be drawn to a scale not larger than 1 inch = 30 feet (25 mm = 9 m), with the scale clearly indicated. A graphic scale, shown in feet or meters or both, shall be included. A north arrow shall be shown and when practicable, the plat

MENTAL HEALTH OUTPATIENT FACILITY

(BUILDING 162)

VA Project Number 600-405A For Bidding Purposes Only November 17, 2017

02 21 00 - 2 or map of survey shall be oriented so that north is at the top of the drawing. Symbols or abbreviations used shall be identified on the face of the plat or map by use of a legend or other means. Supplementary or exaggerated diagrams shall be presented accurately on the plat or map where dimensional data is too small to be shown clearly at full scale.

The plat or map shall be 30 by 42 inches.

F. The survey shall contain the following applicable information:

1. The name, address, telephone number, and signature of the

Professional Land Surveyor who made the survey, his or her official seal and registration number, the date the survey was completed and the dates of all revisions.

2. The survey drawing(s) submitted shall bear the following certification adjacent to the Engineer's official seal:

"I hereby certify that all information indicated on this drawing was obtained or verified by actual measurements in the field and that every effort has been made to furnish complete and accurate information."

3. Vicinity map showing the property surveyed in reference to nearby highways or major street intersections.

4. Flood zone designation (with proper annotation based on Federal

Flood Insurance Rate Maps or the state or local equivalent, by scaled map location and graphic plotting only).

5. Land area as defined by the boundaries of the legal description of the surveyed premises, including legal description of the land.

6. All data necessary to indicate the mathematical dimensions and relationships of the boundary represented by bearings and distances, and the length and radius of each curve, together with elements necessary to mathematically define each curve. The point of beginning of the surveyor's description and the basis of bearings shall also be shown.

7. When record bearings or angles or distances differ from measured bearings, angles or distances, both record and measured bearings, angles, and distances shall be clearly indicated. If the record description fails to form a mathematically closed figure, the surveyor shall so indicate.

MENTAL HEALTH OUTPATIENT FACILITY

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8. Measured and record distances from corners of parcels surveyed to the nearest right-of-way lines of streets in urban or suburban areas, together with recovered lot corners and evidence of lot corners, shall be noted. The distances to the nearest intersecting street shall be indicated and verified. Names and widths of streets and highways abutting the property surveyed and widths of rights of way shall be given. Observable evidence of access (or lack thereof) to such abutting streets or highways shall be indicated. Observable evidence of private roads shall be so indicated. Streets abutting the premises, which have been described in Record Documents, but not physically opened, shall be shown and so noted.

9. The identifying titles of all recorded plats, filed maps, right of way maps, or similar documents which the survey represents, wholly or in part, with their appropriate recording data. The survey shall indicate platted setback or building restriction lines which have been recorded in subdivision plats or which appear in a Record

Document which has been delivered to the surveyor. Contiguity, gores, and overlaps along the exterior boundaries of the survey premises, where ascertainable from field evidence or Record

Documents, or interior to those exterior boundaries, shall be clearly indicated or noted. Where only a part of a recorded lot or parcel is included in the survey, the balance of the lot or parcel shall be indicated.

10. All evidence of found monuments shall be shown and noted. All evidence of monuments found beyond the surveyed premises on which establishment of the corners of the survey premises are dependent, and their application related to the survey shall be indicated.

11. The character of any and all evidence of possession shall be stated and the location of such evidence carefully given in relation to both the measured boundary lines and those established by the record. An absence of notation on the survey shall be presumptive of no observable evidence of possession.

12. The location of all buildings upon the plot or parcel shall be shown and their locations defined by measurements perpendicular to the boundaries. If there are no buildings, so state. Proper street numbers shall be shown where available.

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13. All easements evidenced by a Record Document which have been delivered to the surveyor shall be shown, both those burdening and those benefiting the property surveyed, indicating recording information. If such an easement cannot be located, a note to this affect shall be included. Observable evidence of easements and/or servitudes of all kinds, such as those created by roads, rights-of-ways, water courses, drains, telephone, telegraph, or electric lines, water, sewer, oil or gas pipelines on or across the surveyed property and on adjoining properties if they appear to affect the surveyed property, shall be located and noted. Surface indications, if any, or of underground easements and/or servitudes shall also be shown.

14. The character and location of all walls, buildings, fences, and other visible improvements within five feet of each side of the boundary lines shall be noted. Without expressing a legal opinion, physical evidence of all encroaching structural appurtenances and projections, such as fire escapes, bay windows, windows and doors that open out, flue pipes, stoops, eaves, cornices, areaways, stoops, trip, etc., by or on adjoining property or on abutting streets, on any easement or over setback lines shown by Record

Documents shall be indicated with the extent of such encroachment or projection.

15. Driveways and alleys on or crossing the property must be shown.

Where there is evidence of use by other than the occupants of the property, the surveyor must so indicate on the plat or map. Where driveways or alleys on adjoining properties encroach, in whole or in part, on the property being surveyed, the surveyor must so indicate on the plat or map with appropriate measurements.

16. Location, alignment and dimensions of all roads, curbs, walks, parking and paved areas abutting the subject land. Indicate road centerlines with true bearings and lengths by 50 foot stationing.

Describe curves by designating the points of curvature and tangency by station. Include all curve data as well a location of radius and vertex points. Elevations on 50 foot (15 m) centers on centerline of roads, edges of roads and top and bottom of curbs.

MENTAL HEALTH OUTPATIENT FACILITY

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17. As accurately as the evidence permits, the location of cemeteries and burial grounds disclosed in the process of researching title to the premises or observed in the process of performing the field work for the survey, shall be shown.

18. Ponds, lakes, springs, or rivers bordering on or running through the premises being surveyed shall be shown. When a property surveyed contains a natural water boundary, the surveyor shall measure the location of the boundary according to appropriate surveying methods and note on the plat or map the date of the measurement and the caveat that the boundary is subject to change due to natural causes and that it may or may not represent the actual location of the limit of title. When the surveyor is aware of changes in such boundaries, the extent of those changes shall be identified.

19. Contours at a minimum interval of 1 foot (305 mm). Base vertical control on the permanent (not assumed) National Geodetic Survey

(NGS) or VA Medical Center Bench Mark. Note location, description and datum. Surveyor to establish three benchmarks on the property that are based on the NGS. Horizontal and vertical control to be provided on each control point.

20. Identify and show if possible, setback, height, and floor space area restrictions of record or disclosed by applicable zoning or building codes (in addition to those recorded in subdivision maps).

If none, so state.

21. Exterior dimensions of all buildings at ground level. Show square footage of exterior footprint of all buildings at ground level and gross floor area of all buildings.

22. Measured height of all buildings above grade at a defined location. If no defined location is provided, the point of measurement shall be shown.

23. Elevations at each entrance to buildings, service docks, building corners, steps, ramps and grade slabs.

24. Substantial, visible improvements (in addition to buildings) such as signs, parking areas, swimming pools, etc.

25. Parking areas and, if striped, the striping and the type (eg.

handicapped, motorcycle, regular, etc.) and number of parking spaces.

MENTAL HEALTH OUTPATIENT FACILITY

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26. Indication of access to a public way such as curb cuts and driveways.

27. Location of utilities existing on or serving the surveyed property as determined by observed evidence together with plans and markings provided by utility companies, and other appropriate sources (with references as to the source of information. Locate and show all fire hydrants located within 500 feet of the subject property.

28. Railroad tracks and sidings.

29. Manholes, catch basins, valve vaults or other surface indications of subterranean uses together with depths or invert elevations, sizes, and materials of all pipes.

30. Wires and cables (including their function) crossing the survey premises, all poles on or within ten feet of the surveyed premises, and the dimensions of all cross-wires or overhangs affecting the surveyed premises.

31. Utility company installations on the surveyed premises.

32. Names of adjoining owners of platted lands together with zoning classification.

33. Observable evidence of earth moving work, building construction or building additions within recent months.

34. Any changes in street right-of-way lines either completed or proposed, and available from the controlling jurisdiction.

Observable evidence of recent street or sidewalk construction or repairs.

35. Observable evidence of site use as a solid waste dump, sump or sanitary landfill.

36. All trees with a minimum diameter of 6" measured at 48" above the base of the tree. Perimeter outline only of thickly wooded areas with description of predominant vegetation.

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MENTAL HEALTH OUTPATIENT FACILITY

(BUILDING 162)

VA Project Number 600-405A For Bidding Purposes Only November 17, 2017

02 41 00 - 1

SECTION 02 41 00

DEMOLITION

PART 1 - GENERAL

1.1 DESCRIPTION:

A. This section specifies demolition and removal of all items related to the construction of this project, including pavement, utilities, foundations, and all other demolition that may be encountered in this work.

1.2 RELATED WORK:

A. Safety Requirements: GENERAL CONDITIONS Article, ACCIDENT PREVENTION.

B. SITE CLEARING: Section 31 10 00

C. Disconnecting utility services prior to demolition: Section 01 00 00, GENERAL REQUIREMENTS.

D. Reserved items that are to remain the property of the Government:

Section 01 00 00, GENERAL REQUIREMENTS.

E. Environmental Protection: Section 01 57 19, TEMPORARY ENVIRONMENTAL

CONTROLS.

F. Construction Waste Management: Section 01 74 19 CONSTRUCTION WASTE

MANAGEMENT.

1.3 PROTECTION:

A. Perform demolition in such manner as to eliminate hazards to persons and property; to minimize interference with use of adjacent areas, utilities and structures or interruption of use of such utilities; and to provide free passage to and from such adjacent areas of structures. Comply with requirements of GENERAL CONDITIONS Article, ACCIDENT PREVENTION.

B. Provide safeguards, including warning signs, barricades, temporary fences, warning lights, and other similar items that are required for protection of all personnel during demolition and removal operations.

Comply with requirements of Section 01 00 00, GENERAL REQUIREMENTS, Article PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES AND IMPROVEMENTS.

C. Prevent spread of flying particles and dust. Sprinkle rubbish and debris with water to keep dust to a minimum. Do not use water if it results in hazardous or objectionable condition such as, but not limited to;

flooding, or pollution. Vacuum and dust the work area daily.

D. In addition to previously listed fire and safety rules to be observed in performance of work, include following:

MENTAL HEALTH OUTPATIENT FACILITY

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1. No wall or part of wall shall be permitted to fall outwardly from structures.

2. Wherever a cutting torch or other equipment that might cause a fire is used, provide and maintain fire extinguishers nearby ready for immediate use. Instruct all possible users in use of fire extinguishers.

3. Keep hydrants clear and accessible at all times. Prohibit debris from accumulating within a radius of 4500 mm (15 feet) of fire hydrants.

E. Before beginning any demolition work, the Contractor shall survey the site and examine the drawings and specifications to determine the extent of the work. The contractor shall take necessary precautions to avoid damages to existing items to remain in place, to be reused, or to remain the property of the Medical Center; any damaged items shall be repaired or replaced as approved by the Resident Engineer. The Contractor shall coordinate the work of this section with all other work and shall construct and maintain shoring, bracing, and supports as required. The

Contractor shall ensure that structural elements are not overloaded and shall be responsible for increasing structural supports or adding new supports as may be required as a result of any cutting, removal, or demolition work performed under this contract. Do not overload structural elements. Provide new supports and reinforcement for existing construction weakened by demolition or removal works. Repairs, reinforcement, or structural replacement must have Resident Engineer’s approval.

F. The work shall comply with the requirements of Section 01 57 19, TEMPORARY ENVIRONMENTAL CONTROLS.

G. The work shall comply with the requirements of Section 01 35 26 SAFETY

REQUIREMENTS.

H. Before beginning and demolition work, the Contractor shall submit

Demolition Plan for review by Resident Engineer.

1.4 QUALITY ASSURANCE

A. Demolition Firm Qualifications: An experienced firm that has specialized in demolition work similar in material and extent to that indicated for this Project.

B. Regulatory Requirements: Comply with governing EPA notification regulations before beginning demolition. Comply with hauling and disposal regulations of authorities having jurisdiction.

C. Standards: Comply with ANSI A10.6 and NFPA 241.

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D. Pre-demolition Conference: Conduct conference at Project site to comply with requirements in Division 01 "Project Management and

Coordination." Review methods and procedures related to building demolition including, but not limited to, the following:

1. Inspect and discuss condition of construction to be demolished.

2. Review structural load limitations of existing structures.

3. Review and finalize building demolition schedule and verify availability of demolition personnel, equipment, and facilities needed to make progress and avoid delays.

4. Review and finalize protection requirements.

1.5 PROJECT CONDITIONS

A. Portions of buildings to be demolished will be vacated and their use discontinued before start of Work.

B. Government will continue to occupy another building or space immediately adjacent to demolition area. Conduct building demolition so Government’s operations will not be disrupted.

1. Provide not less than 72 hours' notice to Contracting Officer’s

Representative of activities that will affect Government’s operations.

2. Maintain access to existing walkways, exits, and other adjacent occupied or used facilities.

a. Do not close or obstruct walkways, exits, or other occupied or used facilities without written permission from

Government’s Representative.

C. Government assumes no responsibility for buildings, portions of buildings and structures to be demolished.

1. Conditions existing at time of inspection for bidding purpose will be maintained by Government as far as practical.

2. Before selective structure demolition, Government will remove all items normally considered to be non-permanent parts of the building or structure.

D. Hazardous Materials: Hazardous materials may be present in building where portions of walls are to be demolished. A report on the presence of hazardous materials is on file for review and use.

Examine report to become aware of locations where hazardous materials are present.

1. Do not disturb hazardous materials or items suspected of containing hazardous materials.

MENTAL HEALTH OUTPATIENT FACILITY

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E. Storage or sale of removed items or materials on-site is not permitted.

1.6 COORDINATION

A. Arrange demolition schedule so as not to interfere with Government’s on-site operations.

PART 2 - PRODUCTS (NOT USED)

PART 3 – EXECUTION

3.1 DEMOLITION:

A. Completely remove exterior concrete unit masonry wall of Generator

Building, including all appurtenances related or connected thereto, as noted below:

1. As required for installation of new Generator.

B. Debris, including plaster, concrete, metals and similar materials shall become property of Contractor and shall be disposed of daily, off the

Medical Center to avoid accumulation at the demolition site. Materials that cannot be removed daily shall be stored in areas specified by the

Resident Engineer. Contractor shall dispose debris in compliance with applicable federal, state or local permits, rules and/or regulations.

C. Remove and legally dispose of all materials, other than earth to remain as part of project work, from any trash dumps shown. Materials removed shall become property of contractor and shall be disposed of in compliance with applicable federal, state or local permits, rules and/or regulations and shall be hauled to VA specified disposal site. E.

3.2 CLEAN-UP:

A. On completion of work of this section and after removal of all debris, leave site in clean condition satisfactory to Resident Engineer.

Clean-up shall include off the Medical Center disposal of all items and materials not required to remain property of the Government as well as all debris and rubbish resulting from demolition operations.

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VAMC, Long Beach, California

02 82 13.00 10 - 1

SECTION 02 82 13.00 10

ASBESTOS ABATEMENT

PART 1 GENERAL

1.1 PAYMENT PROCEDURES

Submit copies of weight bills and delivery tickets for payment to the Contracting Officer during the progress of the work. Furnish scale tickets for each load of ACM weighed and certified. These tickets must include tare weight; identification mark for each vehicle weighed; and date, time and location of loading and unloading. Tickets must be furnished at the point and time individual trucks arrive at the worksite. A master log of all vehicle loading must be furnished for each day of loading operations.

Before the final statement is allowed, file with the Contracting Officer certified weigh bills and/or certified tickets and manifests of all ACM actually disposed by the Contractor for this contract.

1.2 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.

AMERICAN SOCIETY OF SAFETY ENGINEERS (ASSE/SAFE)

ASSE/SAFE Z9.2 (2012) Fundamentals Governing the Design and

Operation of Local Exhaust Ventilation Systems

ASTM INTERNATIONAL (ASTM)

ASTM D4397 (2016) Standard Specification for

Polyethylene Sheeting for Construction, Industrial, and Agricultural Applications

ASTM E1368 (2014) Visual Inspection of Asbestos

Abatement Projects

COMPRESSED GAS ASSOCIATION (CGA)

CGA G-7 (2014) Compressed Air for Human Respiration;

6th Edition

INTERNATIONAL SAFETY EQUIPMENT ASSOCIATION (ISEA)

ANSI/ISEA Z87.1 (2015) Occupational and Educational Personal

Eye and Face Protection Devices

NATIONAL INSTITUTE FOR OCCUPATIONAL SAFETY AND HEALTH (NIOSH)

NIOSH NMAM (2016; 5th Ed) NIOSH Manual of Analytical

Methods

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U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

EP 1110-1-11 (1992; Change 1 1997) Engineering and Design

-- Asbestos Abatement Guideline Detail Sheets

U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA)

EPA 340/1-90/018 (1990) Asbestos/NESHAP Regulated Asbestos

Containing Materials Guidance

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

29 CFR 1910.134 Respiratory Protection

29 CFR 1910.147 Control of Hazardous Energy (Lock Out/Tag

Out)

29 CFR 1926.1101 Asbestos

29 CFR 1926.32 Safety and Health Regulations for

Construction - Definition

40 CFR 61 National Emission Standards for Hazardous Air

Pollutants

40 CFR 763 Asbestos

42 CFR 84 Approval of Respiratory Protective Devices

49 CFR 107 Hazardous Materials Program Procedures

49 CFR 171 General Information, Regulations, and

Definitions

49 CFR 172 Hazardous Materials Table, Special

Provisions, Hazardous Materials Communications, Emergency Response Information, and Training Requirements

49 CFR 173 Shippers - General Requirements for Shipments and Packagings

UNDERWRITERS LABORATORIES (UL)

UL 586 (2009; Reprint Sep 2014) Standard for High-

Efficiency Particulate, Air Filter Units

1.3 DEFINITIONS

1.3.1 Amended Water

Water containing a wetting agent or surfactant with a surface tension of at least 29 dynes per square centimeter.

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1.3.2 Asbestos-Containing Material (ACM)

Any materials containing more than one percent asbestos.

1.3.3 Authorized Person

Any person authorized by the Contractor and required by work duties to be present in the regulated areas.

1.3.4 Building Inspector

Individual who inspects buildings for asbestos and has EPA Model Accreditation Plan (MAP) "Building Inspector" training; accreditation required by 40 CFR 763, Subpart E, Appendix C, has EPA/State certification/license as a "Building Inspector".

1.3.5 Class I Asbestos Work

Activities defined by OSHA involving the removal of thermal system insulation (TSI) and surfacing ACM.

1.3.6 Class II Asbestos Work

Activities defined by OSHA involving the removal of ACM which is not thermal system insulation or surfacing material. This includes, but is not limited to, the removal of asbestos - containing wallboard, floor tile and sheeting, roofing and siding shingles, and construction mastic. Certain "incidental" roofing materials such as mastic, flashing and cements when they are still intact are excluded from Class II asbestos work. Removal of small amounts of these materials which would fit into a glovebag may be classified as a Class III job.

1.3.7 Class III Asbestos Work

Activities defined by OSHA that involve repair and maintenance operations, where ACM, including TSI and surfacing ACM, is likely to be disturbed.

Operations may include drilling, abrading, cutting a hole, cable pulling, crawling through tunnels or attics and spaces above the ceiling, where asbestos is actively disturbed or asbestos-containing debris is actively disturbed.

1.3.8 Class IV Asbestos Work

Maintenance and custodial construction activities during which employees contact but do not disturb ACM and activities to clean-up dust, waste and debris resulting from Class I, II, and III activities. This may include dusting surfaces where ACM waste and debris and accompanying dust exists and cleaning up loose ACM debris from TSI or surfacing ACM following construction

1.3.9 Clean Room

An uncontaminated room having facilities for the storage of employees' street clothing and uncontaminated materials and equipment.

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1.3.10 Competent Person

In addition to the definition in 29 CFR 1926.32(f), a person who is capable of identifying existing asbestos hazards as defined in 29 CFR 1926.1101, selecting the appropriate control strategy, has the authority to take prompt corrective measures to eliminate them and has EPA Model Accreditation Plan (MAP) "Contractor/Supervisor" training; has EPA/State certification/license as a "Contractor/Supervisor".

1.3.11 Contractor/Supervisor

Individual who supervises asbestos abatement work and has EPA Model Accreditation Plan "Contractor/Supervisor" training; has EPA/State certification as a "Contractor/Supervisor".

1.3.12 Critical Barrier

One or more layers of plastic sealed over all openings into a regulated area or any other similarly placed physical barrier sufficient to prevent airborne asbestos in a regulated area from migrating to an adjacent area.

1.3.13 Decontamination Area

An enclosed area adjacent and connected to the regulated area and consisting of an equipment room, shower area, and clean room, which is used for the decontamination of workers, materials, and equipment that are contaminated with asbestos.

1.3.14 Demolition

The wrecking or taking out of any load-supporting structural member and any related razing, removing, or stripping of asbestos products.

1.3.15 Disposal Bag

A 0.15 mm (6 mil) thick, leak-tight plastic bag, pre-labeled in accordance with 29 CFR 1926.1101, used for transporting asbestos waste from containment to disposal site.

1.3.16 Disturbance

Activities that disrupt the matrix of ACM, crumble or pulverize ACM, or generate visible debris from ACM. Disturbance includes cutting away small amounts of ACM, no greater than the amount which can be contained in 1 standard sized glovebag or waste bag, not larger than 1.5 m (60 inches) in length and width in order to access a building component.

1.3.17 Equipment Room or Area

An area adjacent to the regulated area used for the decontamination of employees and their equipment.

1.3.18 Fiber

A fibrous particulate, 5 micrometers or longer, with a length to width ratio of at least 3 to 1.

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1.3.19 Friable ACM

A term defined in 40 CFR 61, Subpart M and EPA 340/1-90/018 meaning any material which contains more than 1 percent asbestos, as determined using the method specified in 40 CFR 763, Polarized Light Microscopy (PLM), that when dry, can be crumbled, pulverized, or reduced to powder by hand pressure.

1.3.20 Glovebag

Not more than a 1.5 by 1.5 m (60 by 60 inch) impervious plastic bag-like enclosure affixed around an asbestos-containing material, with glove-like appendages through which material and tools may be handled.

1.3.21 High-Efficiency Particulate Air (HEPA) Filter

A filter capable of trapping and retaining at least 99.97 percent of all mono-dispersed particles of 0.3 micrometers in diameter.

1.3.22 Intact

ACM which has not crumbled, been pulverized, or otherwise deteriorated so that the asbestos is no longer likely to be bound with its matrix. Removal of "intact" asphaltic, resinous, cementitious products does not render the ACM non-intact simply by being separated into smaller pieces.

1.3.23 Model Accreditation Plan (MAP)

USEPA training accreditation requirements for persons who work with asbestos as specified in 40 CFR 763.

1.3.24 Negative Initial Exposure Assessment

A demonstration by the Contractor to show that employee exposure during an operation is expected to be consistently below the OSHA Permissible Exposure Limits (PELs).

1.3.25 NESHAP

National Emission Standards for Hazardous Air Pollutants. The USEPA NESHAP regulation for asbestos is at 40 CFR 61, Subpart M.

1.3.26 Nonfriable ACM

A NESHAP term defined in 40 CFR 61, Subpart M and EPA 340/1-90/018 meaning any material containing more than 1 percent asbestos that, when dry, cannot be crumbled, pulverized or reduced to powder by hand pressure.

1.3.27 Nonfriable ACM (Category I)

A NESHAP term defined in 40 CFR 61, Subpart E and EPA 340/1-90/018 meaning asbestos-containing packings, gaskets, resilient floor covering, and asphalt roofing products containing more than 1 percent asbestos.

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1.3.28 Nonfriable ACM (Category II)

A NESHAP term defined in 40 CFR 61, Subpart E and EPA 340/1-90/018 meaning any material, excluding Category I nonfriable ACM, containing more than 1 percent asbestos.

1.3.29 Permissible Exposure Limits (PELs)

1.3.29.1 PEL-Time Weighted Average(TWA)

Concentration of asbestos not in excess of 0.1 fibers per cubic centimeter of air (f/cc) as an 8 hour time weighted average (TWA).

1.3.29.2 PEL-Excursion Limit

An airborne concentration of asbestos not in excess of 1.0 f/cc of air as averaged over a sampling period of 30 minutes.

1.3.30 Regulated Area

An OSHA term defined in 29 CFR 1926.1101 meaning an area established by the Contractor to demarcate areas where Class I, II, and III asbestos work is conducted; also any adjoining area where debris and waste from such asbestos work accumulate; and an area within which airborne concentrations of asbestos exceed, or there is a reasonable possibility they may exceed, the permissible exposure limit.

1.3.31 Removal

All operations where ACM is taken out or stripped from structures or substrates, and includes demolition operations.

1.3.32 Repair

Overhauling, rebuilding, reconstructing, or reconditioning of structures or substrates, including encapsulation or other repair of ACM attached to structures or substrates.

1.3.33 Surfacing ACM

Asbestos-containing material which contains more than 1 percent asbestos and is sprayed-on, troweled-on, or otherwise applied to surfaces, such as acoustical plaster on ceilings and fireproofing materials on structural members, or other materials on surfaces for acoustical, fireproofing, or other purposes.

1.3.34 Thermal System Insulation (TSI) ACM

ACM which contains more than 1 percent asbestos and is applied to pipes, fittings, boilers, breeching, tanks, ducts, or other interior structural components to prevent heat loss or gain or water condensation.

1.3.35 Transite

A generic name for asbestos cement wallboard and pipe.

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1.3.36 Worker

Individual (not designated as the Competent Person or a supervisor) who performs asbestos work and has completed asbestos worker training required by 29 CFR 1926.1101, to include EPA Model Accreditation Plan (MAP) "Worker" training; accreditation if required by the OSHA Class of work to be performed or by the state where the work is to be performed.

1.4 SYSTEM DESCRIPTION

This section covers all operations in which asbestos-containing materials (ACM) are encountered. These procedures and equipment are required to protect workers and building occupants from airborne asbestos fibers and ACM dust and debris. Activities include OSHA Class I for thermal insulation removal work operations. This section also includes containment, storage, transportation and disposal of the generated ACM wastes. Submit Detailed Drawings in accordance with EP 1110-1-11 and containing descriptions, and site layout to include worksite containment area(s), local exhaust systems locations, decontamination units and load-out units, other temporary waste storage facility, access tunnels, location of temporary utilities (electrical, water, sewer) and boundaries of each regulated area. When the detail sheets are not attached to this specification, the Contractor can get them from the web at:

http://www.publications.usace.army.mil/Portals/76/Publications/EngineerPamph lets/EP_1110-1-11.pdf

1.4.1 Abatement Work Tasks

The specific ACM to be abated is identified on the detailed plans and project drawings and estimated quantities listed in Table 1. A summary for each work task is included in Table 1, "Individual Work Task Data Elements" at the end of this section.

1.4.2 Unexpected Discovery of Asbestos

For any previously untested building components suspected to contain asbestos and located in areas impacted by the work, notify the Contracting Officer (KO) who will have the option of ordering up to 10 bulk samples to be obtained at the Contractor's expense and delivered to a laboratory accredited under the National Institute of Standards and Technology (NIST) "National Voluntary Laboratory Accreditation Program (NVLAP)" and analyzed by PLM. If the asbestos content is less than 10 percent, as determined by a method other than point counting, the asbestos content must be verified by point counting. Any additional components identified as ACM that have been approved by the KO for removal must be removed and will be paid for by an equitable adjustment to the contract price under the CONTRACT CLAUSE titled "changes". Sampling must be conducted by personnel who have successfully completed the EPA Model Accreditation Plan (MAP) "Building Inspector" training course and is EPA/State certified/licensed as a "Building Inspector".

1.5 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval. When used, a designation following the "G" designation identifies http://www.publications.usace.army.mil/Portals/76/Publications/EngineerPamphlets/EP_1110-1-11.pdf http://www.publications.usace.army.mil/Portals/76/Publications/EngineerPamphlets/EP_1110-1-11.pdf

02 82 13.00 10 - 8 the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Detailed Drawings; G, EE

SD-03 Product Data

Asbestos Waste Shipment Records; G, EE

Weight Bills and Delivery Tickets

Respiratory Protection Program; G, EE

Cleanup and Disposal; G, EE

Qualifications; G, EE

Training Program

Licenses, Permits and Notifications

Asbestos Management Plan; G, EE

SD-06 Test Reports

Exposure Assessment and Air Monitoring

Local Exhaust System

SD-07 Certificates

Local Exhaust System

Medical Surveillance Requirements

1.6 QUALITY ASSURANCE

In addition to detailed requirements of this specification, work performed under this contract must comply with EM 385-1-1, applicable federal, state, and local laws, ordinances, criteria, rules and regulations regarding handling, storing, transporting, and disposing of asbestos waste materials.

Matters of interpretation of standards must be submitted to the appropriate administrative agency for resolution before starting work. Where the requirements of this specification, applicable laws, criteria, ordinances, regulations, and referenced documents vary, the most stringent requirements must apply. The following state and local laws, rules and regulations regarding demolition, removal, encapsulation, construction alteration, repair, maintenance, renovation, spill/emergency cleanup, housekeeping, handling, storing, transporting and disposing of asbestos material apply:

Cal OSHA California..

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1.6.1 Written Qualifications and Organization Report

Submit a written qualifications and organization report providing evidence of qualifications of the Contractor, Contractor's Project Supervisor, Designated Competent Person, supervisors and workers; Designated CIH;

independent testing laboratory; all subcontractors to be used including disposal transportation and disposal facility firms, subcontractor supervisors, subcontractor workers; and any others assigned to perform asbestos abatement and support activities. Include in the report an organization chart showing the Contractor's staff organization chain of command and reporting relationship with all subcontractors. The report must be signed by the Contractor, the Contractor's onsite project manager, Designated Competent Person, Designated CIH, designated testing laboratory and the principals of all subcontractors to be used. Include the following statement in the report: "By signing this report I certify that the personnel I am responsible for during the course of this project fully understand the contents of 29 CFR 1926.1101, 40 CFR 61, Subpart M, and the federal, state and local requirements for those asbestos abatement activities that they will be involved in."

1.6.2 Specific Requirements

Designate in writing, personnel meeting the following qualifications:

a. Asbestos Abatement Contractor: Certified/licensed by California to perform asbestos-related activities.

b. Designated Competent Person: Qualified in accordance with 29 CFR

1926.32 and 29 CFR 1926.1101, has EPA MAP "Contractor/Supervisor" training accreditation, has EPA/State certification/license as a "Contractor/Supervisor" and is experienced in the administration and supervision of asbestos abatement projects, including exposure assessment and monitoring, work practices, abatement methods, protective measures for personnel, setting up and inspecting asbestos abatement work areas, ACM generated waste containment and disposal procedures, site safety and health requirements, notification of other employees onsite, etc. The Designated Competent Person must be responsible for compliance with applicable federal, state and local requirements, the Contractor's Accident Prevention Plan (APP) and Asbestos Hazard Abatement Plan (AHAP). Submit the "Contractor/Supervisor" course completion certificate and the most recent certificate for required refresher training, California certification/license with the employee "Certificate of Worker Acknowledgment". Submit evidence that this person has a minimum of 2 years of on-the-job asbestos abatement experience relevant to OSHA competent person requirements. The Designated Competent Person must be onsite at all times during the conduct of this project.

c. Project and Other Supervisors: Have EPA MAP "Contractor/Supervisor" training accreditation. Submit the "Contractor/Supervisor" course completion certificate and the most recent certificate for required refresher training, EPA/State certification/license with the employee "Certificate of Worker Acknowledgment". Also submit evidence that the Project Supervisor has a minimum of 2 years of on-the-job asbestos abatement experience relevant to project supervisor responsibilities and the other supervisors have a minimum of 1 year on-the-job asbestos

02 82 13.00 10 - 10 abatement experience commensurate with the responsibilities they will have on this project.

d. Designated Industrial Hygienist: Resume for the Certified Industrial

Hygienist (CIH) selected to prepare the Contractor's AHAP, prepare and perform training, direct air monitoring and assist the Contractor's Competent Person in implementing and ensuring that safety and health requirements are complied with during the performance of all required work. The Designated CIH must be a person who is board certified in the practice of industrial hygiene as determined and documented by the American Board of Industrial Hygiene (ABIH), has EPA MAP "Contractor/Supervisor" training accreditation, has EPA/State certification/license], and has a minimum of 2 years of comprehensive experience in planning and overseeing asbestos abatement activities.

Submit the "Contractor/Supervisor" course completion certificate and the most recent certificate for required refresher training and EPA/State certification/license with the employee "Certificate of Worker Acknowledgment". The Designated CIH must be completely independent from the Contractor according to federal, state, or local regulations; that is, must not be a Contractor's employee or be an employee or principal of a firm in a business relationship with the Contractor negating such independent status. A copy of the Designated CIH's current valid ABIH certification must be included. The Designated CIH must be onsite at all times for the duration of asbestos activities and must be available for emergencies. Indicate the formal reporting relationship between the Designated CIH, the Designated Competent Person, and the Contractor.

e. Asbestos Abatement Workers: Meet the requirements contained in 29 CFR

1926.1101, 40 CFR 61, Subpart M, and other applicable federal, state and local requirements. Worker training documentation must be provided as required on the "Certificate of Workers Acknowledgment".