Specifications.pdf

ADAL MEDICAL BUILDING 6973

176TH WING, ELMENDORF AFB

PW/DEN001/676408 TABLE OF CONTENTS

MAY 2017 00 01 10 - 1

©COPYRIGHT 2017 CH2M HILL

TABLE OF CONTENTS

SPECIFICATIONS

DIVISION 01—GENERAL REQUIREMENTS

01 11 00 Summary of Work .................................................................... 1- 3 01 45 33 Special Inspection, Observation, and Testing .......................... 1- 6 Supplement:

Contractor’s Statement of Responsibility ................................ 1 1 01 57 13 Temporary Erosion and Sediment Control .............................. 1- 4 01 74 19 Construction Waste Management and Disposal ...................... 1- 7 01 77 00 Record Drawings ..................................................................... 1- 3 01 81 13 Sustainable Design Requirements............................................ 1- 11 Supplements:

Material and Resource Table ................................................... 1- 2 Material and Resource Performance Planning Tool ................ 1- 3 Proposed ANG Medical Facility Drawing ............................... 1- 1 01 88 15 Anchorage and Bracing ............................................................ 1- 7

DIVISION 02—EXISTING CONDITIONS

02 41 00 Demolition ............................................................................... 1- 9 02 41 01 Electric Utilities Demolition .................................................... 1- 2

DIVISION 03—CONCRETE

03 10 00 Concrete Forming and Accessories ......................................... 1- 4 03 15 00 Concrete Joints and Accessories .............................................. 1- 4 03 21 00 Steel Reinforcement ................................................................. 1- 5 03 30 00 Cast-in-Place Concrete............................................................. 1- 18 03 39 00 Concrete Curing ....................................................................... 1- 4

DIVISION 04—MASONRY

04 22 00 Concrete Unit Masonry ............................................................ 1- 13

DIVISION 05—METALS

05 05 23 Welding .................................................................................... 1- 5 Supplement:

Welding and Nondestructive Testing Table ............................ 1- 1 05 12 00 Structural Steel Framing .......................................................... 1- 12 05 21 19 Open Web Steel Joist Framing ................................................ 1- 4

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05 31 00 Steel Decking ........................................................................... 1- 6

DIVISION 06—NOT USED

DIVISION 07—THERMAL AND MOISTURE PROTECTION

07 11 13 Bituminous Damproofing ........................................................ 1- 4 07 21 00 Thermal Insulation ................................................................... 1- 5 07 26 16 Belowgrade Vapor Retarders ................................................... 1- 3 07 54 19 Polyvinyl Chloride (PVC) Roofing ......................................... 1- 15 07 62 00 Sheet Metal Flashing and Trim ................................................ 1- 7 07 71 00 Roof Specialties ....................................................................... 1- 8 07 84 00 Firestopping ............................................................................. 1- 5 07 92 01 Sealants and Caulking .............................................................. 1- 2

DIVISION 08—OPENINGS

08 11 00 Metal Doors and Frames .......................................................... 1- 5 08 51 14 Aluminum Windows ................................................................ 1- 5 08 60 00 Skylights .................................................................................. 1- 6 08 71 00 Door Hardware ......................................................................... 1- 12 08 80 00 Glazing ..................................................................................... 1- 9

DIVISION 09—FINISHES

09 29 00 Gypsum Board ......................................................................... 1- 12 09 51 13 Acoustical Panel Ceilings ........................................................ 1- 4 09 65 01 Resilient Tile Flooring and Base .............................................. 1- 5 09 68 00 Carpeting .................................................................................. 1- 5 09 90 04 Painting .................................................................................... 1- 14 Supplements:

Paint System Data Sheet (PSDS) ............................................. 1- 1 Paint Product Data Sheet (PPDS) ............................................ 1- 1

DIVISION 10—SPECIALTIES

10 14 00 Signage ..................................................................................... 1- 3 10 26 00 Corner Guards .......................................................................... 1- 4 10 44 00 Portable Fire and Safety Equipment ........................................ 1- 4

DIVISIONS 11 THROUGH 20—NOT USED

DIVISION 21—FIRE SUPPRESSION

21 13 13 Wet-Pipe Sprinkler Systems .................................................... 1- 9

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DIVISION 22—PLUMBING

22 07 00 Plumbing Piping Insulation .................................................... 1- 8 22 10 01 Plumbing Piping and Accessories .......................................... 1- 23 22 40 00 Plumbing Fixtures .................................................................. 1- 6

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

23 05 93 Testing, Adjusting, and Balancing for HVAC ......................... 1- 8 23 07 00 HVAC Insulation ..................................................................... 1- 10 23 21 13 Hydronic Piping—General ...................................................... 1- 18 Supplement:

Hydronic Piping Schedule ....................................................... 1- 2 23 31 13 Metal Ducts and Accessories ................................................... 1- 23 23 36 00 Air Terminal Units ................................................................... 1- 3 23 37 00 Air Outlets and Inlets ............................................................... 1- 3 23 82 00 Terminal Heating and Cooling Units ....................................... 1- 4

DIVISIONS 24 AND 25—NOT USED

DIVISION 26—ELECTRICAL

26 05 01 Electrical .................................................................................. 1- 25 26 05 02 Basic Electrical Requirements ................................................. 1- 5 26 05 04 Basic Electrical Materials and Methods .................................. 1- 7 26 05 05 Conductors ............................................................................... 1- 20 26 05 26 Grounding and Bonding for Electrical Systems ...................... 1- 4 26 05 33 Raceway and Boxes ................................................................. 1- 16 26 27 26 Wiring Devices ........................................................................ 1- 9 26 50 00 Lighting .................................................................................... 1- 8

DIVISION 27—COMMUNICATIONS

27 13 13 Communications Copper Cabling Systems ............................. 1- 11 27 51 16 Individual Building Mass Notification System ........................ 1- 14

DIVISION 28—ELECTRICAL SAFETY AND SECURITY

28 31 00 Fire Detection and Alarm......................................................... 1- 18 Supplement:

Sequence of Operations Matrix ............................................... 1- 3

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DIVISIONS 29 AND 30—NOT USED

DIVISION 31—EARTHWORK

31 23 13 Subgrade Preparation ............................................................... 1- 3 31 23 16 Excavation................................................................................ 1- 2 31 23 23 Fill and Backfill ....................................................................... 1- 5

DIVISIONS 32 THROUGH 49—NOT USED

END OF SECTION

PW\DEN001\676408 SUMMARY OF WORK

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SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.01 ARCHITECTURAL

A. Work consists of a 750 square foot addition to the northeast corner of the existing building, containing offices and open work space. Twelve existing rooms will be altered by removing and adding walls, and some plumbing will be relocated. A movable partition at the training room and high density storage system at the admin area will be removed. An examination room will be added, the hearing test room will be relocated, and a waiting area will be enlarged. Finishes will be replaced at all altered areas and signage will be revised to reflect new office functions. The building envelope for the addition will match existing.

1.02 STRUCTURAL

A. The structural scope of work consists of a 21-foot 4-inch by 30-foot 0-inch addition to the northeast corner of the facility. The addition will match and be tied into the existing construction.

1.03 DEMOLITION

A. The 8 inch reinforced CMU shear and bearing wall along Grid C will be demolished to the extents shown on Drawings. Beam seats will be cut-in at the ends of the demolition extents for the support of a new roof girder. The roof deck shall be selectively demolished to allow for the wall demolition and the installation of the roof girder. Additional selective roof deck demolition will be required over the new roof girder’s interior bearing location to tie it to the adjacent wall per Drawings. The new roof deck profile shall be fabricated to fit the extents of the demotion. The Contractor shall be responsible for all temporary support and shoring design.

1.04 ADDITION

A. New reinforced concrete strip wall foundations will be constructed along Grids 1 and A to support new 8-inch special reinforced CMU shear walls. The strip footings will match and be tied into the existing foundation. A 5-inch reinforced concrete slab on grade will be constructed at the new addition to match existing floor construction.

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B. A new roof girder will be installed along Grid C to support the existing and new roof joists. The existing roof joists will utilize their existing bearing plates. The Contractor will need to verify existing roof joist seat and spacing dimensions prior to fabrication. The new joists will be installed bearing on the new girder at Grid C and at joist pockets in the new CMU wall along Grid A.

The new roof will consist of metal deck fastened to the joists, girder and ledger angles.

1.05 MECHANICAL

A. The general scope for the mechanical work consists of rezoning and, where necessary, adding ventilation and heating to accommodate the new architectural layout. The existing system consists of Variable Air Volume (VAV) boxes with hydronic reheat coils, with additional heat provided by hydronic perimeter baseboards or hydronic unit heaters. The entire building is on one system, served by a single air handling unit.

B. Two new VAV boxes will be added; one to serve the new space in the northeast corner of the building, and one to serve new loads from a reconfigured space on the west side of the building. In other areas, VAV boxes will be moved to fit new zoning or rebalanced to accommodate new loads. To provide adequate ventilation to the new spaces per ASHRAE 62.1, the supply air branch duct serving the northern portion of the building will be demolished and upsized.

C. Similarly, new hydronic perimeter baseboards will be added to the new exterior walls on the northeast corner of the building. In other spaces, baseboards are rezoned to match the new layout. One new thermostat will be installed in Admin A-1, and three thermostats are moved to new locations, while all other spaces use existing thermostats for control.

D. There is also minimal plumbing remodel. Two new fixtures will be connected to existing water, vent, and drain piping, and a roof drain riser pipe will be moved because it is routed in a wall to be demolished.

E. No additional heating or ventilation capacity will be added to the existing system. The existing boiler and air handling unit were evaluated and were found to be adequately sized to serve all existing and new spaces.

1.06 ELECTRICAL

A. The electrical work scope for this Project consists of demolition of lighting, receptacles, light switches, and communication outlets in the selected areas of the facility as shown on Demolition Drawings. Installation of new devices are identified on Drawings as well for existing spaces to be upgraded and for

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expansion of the northwest corner of the facility. For electrical systems demolition, existing circuits will be reused for lighting and receptacles to be removed. A few new electrical branch circuits will be required, however, existing panelboards have capacity to support these new loads. For the most part, existing spare 20 amp circuit breakers are available to feed the new loads. Communication outlets are identified for installation. Reference the electrical and communication specifications for more details.

1.07 FIRE PROTECTION

A. Sprinklers will be removed and plugged as necessary. Piping will be extended throughout new area and sprinkler piping affected by the work will be removed and capped as necessary. Upon space expansion, the sprinkler system will be expanded into the new space per NFPA 13. New piping will be connected to the nearest 2 inch existing sprinkler piping. Quick response type semi-recessed sprinklers shall be provided throughout the modified spaces.

Sprinklers will match existing in surrounding area. System will be tested at working pressure per NFPA 13. All piping shall be Schedule 40.

B. Fire alarm devices in the area to be expanded will be removed during the work and the FACP shall be modified so that the FACP is not in trouble condition during work. Relocate existing devices and provide additional devices as necessary. Test the Fire Alarm System per NFPA 72 including the system components in the remainder of the clinic as necessary.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

PW\DEN001\676408 SPECIAL INSPECTION,

MAY 2017 OBSERVATION, AND TESTING

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SECTION 01 45 33

SPECIAL INSPECTION, OBSERVATION, AND TESTING

PART 1 GENERAL

1.01 SUMMARY

A. This section covers requirements for Special Inspection, Observation, and Testing required in accordance with Chapter 17 of the 2012 IBC and is in addition to and supplements requirements included in Statement of Special Inspections shown on Drawings.

1.02 REFERENCES

A. The following is a list of standards which may be referenced in this section:

1. American Society of Civil Engineers (ASCE): 7, Minimum Design Loads for Buildings and Other Structures.

2. International Code Council (ICC):

a. International Building Code (IBC).

b. Evaluation Service (ICC-ES) Reports and Legacy Reports.

1.03 DEFINITIONS

A. Agencies and Personnel:

1. Agency Having Jurisdiction (AHJ): Permitting building agency; may be a federal, state, local, or other regional department, or individual including building official, fire chief, fire marshal, chief of a fire prevention bureau, labor department, or health department, electrical inspector; or others having statutory authority. AHJ may be Owner when authorized to be self-permitting by governmental permitting agency or when no governmental agency has authority.

2. Approved Agency: An established and recognized agency regularly engaged in conducting tests or furnishing inspection services, when such agency has been approved.

3. Registered Design Professional in Responsible Charge: An individual who is registered or licensed to practice their respective design profession as defined by statutory requirements of professional registration laws of state or jurisdiction in which Project is to be constructed.

4. Special Inspector: Qualified person who will demonstrate competence to the satisfaction of AHJ for inspection of a particular type of construction or operation requiring Special Inspection.

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B. Statement of Special Inspections: Detailed written procedure contained on Drawings establishing systems and components subject to Special Inspection, Observation, and Testing during construction, type and frequency of testing, extent and duration of Special Inspection, and reports to be completed and distributed by Special Inspector.

C. Special Inspection:

1. Special Inspection: Inspection required of materials, installation, fabrication, erection, or placement of components and connections requiring special expertise to ensure compliance with approved Contract Documents and referenced standards.

2. Special Inspection, Continuous: Full-time observation of work requiring Special Inspection by an approved Special Inspector who is present in area where the Work is being performed.

3. Special Inspection, Periodic: Part-time or intermittent observation of the Work requiring Special Inspection by an approved Special Inspector who is present in area where the Work has been or is being performed, and at completion of the Work.

D. Structural Systems and Components:

1. Diaphragm: Component of structural lateral load resisting system consisting of roof, floor, or other membrane or bracing system acting to transfer lateral forces to vertical resisting elements of structure.

2. Drag Strut or Collector: Component of structural lateral load resisting system consisting of diaphragm or shear wall element that collects and transfers diaphragm shear forces to vertical force-resisting elements or distributes forces within diaphragm or shear wall.

3. Seismic-Force-Resisting System: That part of structural lateral load resisting system that has been considered in the design to provide required resistance to seismic forces identified on Drawings.

4. Shear Wall: Component of structural lateral load resisting system consisting of a wall designed to resist lateral forces parallel to plane of the wall. Unless noted otherwise on Drawings, load-bearing walls with direct in-plane connections to roof and floors shall be considered to be shear walls.

5. Wind Force Resisting System: That part of the structural system that has been considered in the design to provide required resistance to wind forces identified on Drawings.

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E. Nonstructural Components:

1. Architectural Component Supports: Structural members or assemblies of members which transmit loads and forces from architectural systems or components to structure, including braces, frames, struts, and attachments.

2. Electrical Component Supports: Structural members or assemblies which transmit loads and forces from electrical equipment to structure, including braces, frames, legs, pedestals, and tethers, as well as elements forged or cast as part of component for anchorage.

3. Mechanical Component Supports: Structural members or assemblies which transmit loads and forces from mechanical equipment to structure, including braces, frames, skirts, legs, saddles, pedestals, snubbers, and tethers, as well as elements forged or cast as part of component for anchorage.

F. Professional Observation:

1. Does not include or waive responsibility for required Special Inspection or inspections by building official.

2. Requirements are indicated on Statement of Special Inspections provided on Drawings.

3. Geotechnical Observation: Visual observation of selected subgrade bearing surfaces and installation of deep foundation elements by a registered design professional for general conformance to Contract Documents.

4. Structural Observation: Visual observation of structural system(s) by a registered design professional for general conformance to Contract Documents.

1.04 STATEMENT OF SPECIAL INSPECTIONS REQUIREMENTS

A. Designated Systems for Inspection:

1. Seismic-force-resisting systems designated under IBC Section 1705 and subject to Special Inspection under Section 1705: None required.

2. Wind-force-resisting systems designated under IBC Section 1705: None required.

3. Architectural, Mechanical, and Electrical Components subject to Special Inspection under IBC Section 1705 for Seismic Resistance: None required.

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B. Statement of Special Inspections:

1. As included on Drawings and in support of building permit application, Project-specific requirements were prepared by Registered Design Professional in Responsible Charge. The following identifies elements of inspection, observation, and testing program to be followed in construction of the Work:

a. Special Inspection and testing required by IBC Section 1705 and other applicable sections and referenced standards therein.

b. Type and frequency of Special Inspection required.

c. Type and frequency of testing required.

d. Required frequency and distribution of testing and Special

Inspection reports to be distributed by Special Inspector to Engineer, Contractor, building official, and Owner.

e. Geotechnical Observation to be Performed: Required frequency and distribution of Geotechnical Observation reports by registered design professional to Contractor, building official, and Owner.

f. Structural Observations to be Performed: Not required for this Project.

C. Special Inspection and associated testing of shop fabrication and field construction will be performed by an approved accredited independent agency or by Authority Having Jurisdiction’s (AHJ) approved, qualified inspection staff. Contractor will secure and pay for services of agency to perform Special Inspection and associated testing.

D. Code required Special Inspection with associated testing as provided in Statement of Special Inspections on Drawings and further provided in this section, is for benefit of Owner and does not:

1. Relieve Contractor of responsibility for providing adequate quality control measures.

2. Relieve Contractor of responsibility for damage to or loss of material before acceptance.

3. Constitute or imply acceptance.

4. Affect continuing rights of Owner after acceptance of completed Work.

E. The presence or absence of code required Special Inspector does not relieve Contractor from Contract requirements.

F. Contractor is responsible for additional costs associated with Special Inspection and Testing when Work is not ready at time identified by Contractor and Special Inspectors are onsite, but not able to provide contracted services.

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G. Contractor is responsible for associated costs for additional Special Inspection and Testing by Special Inspectors required because of rejection of materials of in place Work that cannot be made compliant to Contract Document without additional inspections and testing.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.01 GENERAL

A. Requirements of the Statement of Special Inspections are provided by the Contractor. All other testing and inspections, unless noted otherwise, are provided by Contractor.

B. Provide access to shop or Site for Special Inspection and Testing requirements.

C. Notify Engineer in advance of required Special Inspection no later than 48 hours prior to date of Special Inspection.

D. Provide access for Special Inspector to construction documents.

E. Retain special inspection records on-site to be readily available for review.

F. Corporate with Special Inspector and provide safe access to the Work to be inspected.

G. Submit Fabricator's Certificates of Compliance for approved fabricators.

H. Provide reasonable auxiliary services as requested by the Special Inspector.

Auxiliary services required include, but not limited to:

1. Providing access to the Work and furnishing incidental labor and facilities necessary to facilitate inspections and tests to assist the Special Inspector in performing test/inspections.

2. Providing storage space for the Special Inspector’s exclusive use, such as for storing and curing concrete test samples and delivery of samples to testing laboratories.

3. Providing the Special Inspector with access to all approved submittals.

4. Providing security and protection of samples and test equipment at the

Project Site.

5. Provide samples of materials to be tested in required quantities.

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I. Materials and systems shall be inspected during placement where Continuous Special Inspection is required.

J. Where Periodic Special Inspection is indicated in the Statement of Special Inspections:

1. Schedule inspections for either during or at completion of their placement or a combination or both.

2. Schedule periodically inspected Work (either inspected during or after its placement) so that corrections can be completed and re-inspected before Work is inaccessible.

3. Sampling a portion of the Work is not allowed. Schedules shall provide for inspection of all Work requiring periodic inspection.

3.02 SUPPLEMENT

A. The supplement listed below, following “End of Section,” is a part of this Specification:

1. Contractor’s Statement of Responsibility.

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CONTRACTOR’S STATEMENT OF RESPONSIBILITY

(Project)

(Name of Contracting Company)

(Business Address)

(Telephone) (Fax)

I, (We) hereby certify that I am (we are) aware of the Special Inspection and Testing requirements contained in Contract Documents for this Project as listed in Statement of Special Inspections on Drawings, and that:

1. Control of this Work will be exercised to obtain conformance with Contract Documents approved by building official.

2. Procedures within the Contractor’s organization to be used for exercising control of the Work, method and frequency of reporting, and distribution of reports required under Statement of Special Inspections for Project are attached to this statement.

3. I, (We) will provide 48-hour notification to Engineer and approved inspection agency as required for structural tests and Special Inspection for Project.

4. The following person is hereby identified as exercising control over requirements of this section for the Work designated above:

Name:

Qualifications:

(Print name and official title of person signing this form)

Signed by:

Date:

Project Name:

PW\DEN001\676408 TEMPORARY EROSION AND

MAY 2017 SEDIMENT CONTROL

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SECTION 01 57 13

TEMPORARY EROSION AND SEDIMENT CONTROL

PART 1 GENERAL

1.01 SUMMARY

A. This section covers Work to implement structural and nonstructural Best Management Practices (BMP) to control soil erosion by wind or water and keep eroded sediments and other construction-generated pollutants from moving off project sites. Requirements described in this specification and shown on Drawings are part of the project Temporary Erosion and Sediment Control Plan (TESC Plan) and are the minimum for all project construction sites and conditions. This specification covers all project activities, including material sources, disposal sites, and offsite mitigation areas unless specific project activities are excluded elsewhere in this specification or in other Contract Documents controlling the Work.

B. National Pollutant Discharge Elimination System: Comply with Federal, state, and local laws, rules and regulations, and the National Pollutant Discharge Elimination System (NPDES) Construction Stormwater Discharge Permit or Permits applicable to the project. A copy of the Project’s General Construction Permit, if applicable to the Project, is available from Owner.

NPDES General Construction permits are required on projects that involve disturbance of 1 acre or more with potential to discharge stormwater to surface waters.

C. Other Regulations: A local government erosion and sediment control permit may apply and some local agency requirements may be more stringent than this specification. Adequate erosion and sediment control is essential for complying with the federal Endangered Species Act where construction runoff enters waters inhabited by protected species.

1.02 REFERENCES

A. Activities shall conform to the JBER Storm Water Management Plan version in effect at the time of construction and Drawings. In the event of a conflict, the more stringent requirement shall apply.

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1.03 SYSTEM DESCRIPTION

A. Erosion and Sediment Control: Provide, maintain, and operate temporary facilities to control erosion and sediment releases during construction period.

B. Personnel Training: Prior to commencement of construction, applicable personnel must have an understanding of the Construction Stormwater Discharge Permit’s requirements and their specific responsibilities under the permit. At a minimum, personnel must be trained to understand the following as it relates to the scope of their job duties:

1. The location of all stormwater controls and how to maintain them.

2. Procedures for complying with the pollution prevention requirements.

3. Procedures for conducting inspections, recording findings, and taking corrective action.

C. Preventing erosion, and controlling runoff, sedimentation, and nonstormwater pollution, requires Contractor to perform temporary Work items including, but not limited to:

1. Providing ditches, berms, culverts, and other measures to control surface water.

D. To the degree possible, coordinate this temporary Work with permanent drainage and erosion control work the Contract requires.

E. Engineer may require additional temporary control measures if it appears pollution or erosion may result from weather, nature of materials, or progress on the Work.

F. If Engineer orders the Work suspended, continue to control erosion, pollution, and runoff during the shutdown.

G. Nothing in this section shall relieve Contractor from complying with other Contract requirements.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.01 PREPARATION

A. Engineer’s acceptance of the TESC Plan is required prior to starting earth disturbing activities.

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B. Include proposed stockpile areas and installation of temporary erosion control devices, ditches, or other facilities in Work phasing plans.

C. Areas designated for Contractor’s use during Project may be temporarily developed as specified to provide working, staging, and administrative areas.

Include control of sediment from these areas in the TESC Plan.

3.02 MAINTENANCE

A. The ESCP measures described in this specification are minimum requirements for anticipated Site conditions. During the construction period, upgrade these measures as needed to comply with all applicable local, state, and federal erosion and sediment control regulations.

B. Maintain erosion and sediment control BMPs so they properly perform their function until Engineer determines they are no longer needed.

C. The intentional washing of sediment into storm sewers or drainage ways must not occur. Vacuuming or dry sweeping and material pickup must be used to cleanup released sediments.

D. Inspect BMPs in accordance with the schedule in the Construction Stormwater Discharge Permit(s) or as directed by Engineer.

E. Complete an inspection report within 24 hours of an inspection. Each inspection report shall be signed and identify corrective actions. Document that corrective actions are performed within 7 days of identification. Keep a copy of all inspection reports at the Site or at an easily accessible location.

F. Initiate repair or replacement of damaged erosion and sediment control BMPs immediately, and work completed by end of next work day. Significant replacement or repair must be completed within 7 days, unless infeasible.

G. Within 24 hours, remediate any significant sediment that has left construction site. Investigate cause of the sediment release and implement steps to prevent a recurrence of discharge within same 24 hours. Perform in-stream cleanup of sediment according to applicable regulations.

H. At end of each work day, stabilize or cover soil stockpiles or implement other BMPs to prevent discharges to surface waters or conveyance systems leading to surface waters.

I. Temporarily stabilize soils at end of shift before holidays and weekends, if needed. Ensure soils are stable during rain events at all times of year.

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J. Initiate stabilization by no later than end of next work day after construction work in an area has stopped permanently or temporarily.

3.03 REMOVAL

A. When Engineer determines that an erosion control BMP is no longer required, remove BMP and all associated hardware from the Project limits. When materials are biodegradable, Engineer may approve leaving temporary BMP in place.

PW\DEN001\676408 CONSTRUCTION WASTE

MAY 2017 MANAGEMENT AND DISPOSAL

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SECTION 01 74 19

CONSTRUCTION WASTE

MANAGEMENT AND DISPOSAL

PART 1 GENERAL

1.01 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.02 SUMMARY

A. This Section includes administrative and procedural requirements for the followng:

1. Salvaging nonhazardous demolition and construction waste.

2. Recycling nonhazardous demolition and construction waste.

3. Disposing of nonhazardous demolition and construction waste.

1.03 DEFINITIONS

A. Construction Waste: Building and site improvement materials and other solid waste resulting from construction, remodeling, renovation, or repair operations. Construction waste includes packaging.

B. Demolition Waste: Building and site improvement materials resulting from demolition or selective demolition operations.

C. Disposal: Removal off-site of demolition and construction waste and subsequent sale, recycling, reuse, or deposit in landfill or incinerator acceptable to authorities having jurisdiction.

D. LEED: Leadership in Energy Efficient Design. A USGBC sustainable building design/construction rating system. For more information go to www.USGBC.org.

E. Recycle: Recovery of demolition or construction waste for subsequent processing in preparation for reuse.

F. Salvage: Recovery of demolition or construction waste and subsequent sale or reuse in another facility.

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G. Salvage and Reuse: Recovery of demolition or construction waste and subsequent incorporation into the Work.

H. USGBC: US Green Building Council.

1.04 PERFORMANCE GOALS

A. General: Develop waste management plan that results in end-of-Project rates for salvage/recycling of 75 percent using the method of tabulation required by the USGBC to obtain credits MR 2,1 and 2.2.

1. The Contractor shall be responsible for filling out the templates provided for this application on the USGBC “LEED on Line” website.

a. Access to this website will be coordinated with the A/E at the preconstruction meeting or at some time during construction.

2. The Contractor shall be responsible for attaching documentation required by the USGBC in support of credits MR 2.1 and 2.2.

3. Unless otherwise noted in the plans or Specifications, the construction waste management and disposal is the responsibility of the Contractor and shall be done at the Contractor’s expense. If the Plans or Specifications detail waste disposal sites, etc. coordinate with the COR on the exact intent and details.

1.05 SUBMITTALS

A. Waste Management Plan: Submit four copies of plan within 7 calendar days of date established for the Notice of Award.

B. Waste Reduction Progress Reports: Concurrent with each Application for Payment, submit three copies of report. Include separate reports for demolition and construction waste. Include the following information:

1. Material category.

2. Generation point of waste.

3. Total quantity of waste in tons (tonnes).

4. Quantity of waste salvaged, both estimated and actual in tons (tonnes).

5. Quantity of waste recycled, both estimated and actual in tons (tonnes).

6. Total quantity of waste recovered (salvaged plus recycled) in tons

(tonnes).

7. Total quantity of waste recovered (salvaged plus recycled) as a percentage of total waste.

C. Waste Reduction Calculations: Before request for Substantial Completion, submit three copies of calculated end-of-Project rates for salvage, recycling, and disposal as a percentage of total waste generated by the Work.

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D. Records of Donations: Indicate receipt and acceptance of salvageable waste donated to individuals and organizations. Indicate whether organization is tax exempt.

E. Records of Sales: Indicate receipt and acceptance of salvageable waste sold to individuals and organizations. Indicate whether organization is tax exempt.

F. Recycling and Processing Facility Records: Indicate receipt and acceptance of recyclable waste by recycling and processing facilities licensed to accept them. Include manifests, weight tickets, receipts, and invoices.

G. Landfill and Incinerator Disposal Records: Indicate receipt and acceptance of waste by landfills and incinerator facilities licensed to accept them. Include manifests, weight tickets, receipts, and invoices.

H. Qualification Data: For Waste Management Coordinator.

1.06 QUALITY ASSURANCE

A. Waste Management Coordinator Qualifications: LEED Accredited Professional by U.S. Green Building Council.

B. Regulatory Requirements: Comply with hauling and disposal regulations of authorities having jurisdiction.

1.07 WASTE MANAGEMENT PLAN

A. General: Develop plan consisting of waste identification, waste reduction work plan, and cost/revenue analysis. Include separate sections in plan for demolition and construction waste. Indicate quantities by weight or volume, but use same units of measure throughout waste management plan.

B. Waste Identification: Indicate anticipated types and quantities of demolition site-clearing and construction waste generated by the Work. Include estimated quantities and assumptions for estimates.

C. Waste Reduction Work Plan: List each type of waste and whether it will be salvaged, recycled, or disposed of in landfill or incinerator. Include points of waste generation, total quantity of each type of waste, quantity for each means of recovery, and handling and transportation procedures.

1. Salvaged Materials for Reuse: For materials that will be salvaged and reused in this Project, describe methods for preparing salvaged materials before incorporation into the Work.

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2. Salvaged Materials for Sale: For materials that will be sold to individuals and organizations, include list of their names, addresses, and telephone numbers.

3. Salvaged Materials for Donation: For materials that will be donated to individuals and organizations, include list of their names, addresses, and telephone numbers.

4. Recycled Materials: Include list of local receivers and processors and type of recycled materials each will accept. Include names, addresses, and telephone numbers.

5. Disposed Materials: Indicate how and where materials will be disposed

of. Include name, address, and telephone number of each landfill and incinerator facility.

6. Handling and Transportation Procedures: Include method that will be used for separating recyclable waste including sizes of containers, container labeling, and designated location on Project site where materials separation will be located.

D. Cost/Revenue Analysis: Indicate total cost of waste disposal as if there was no waste management plan and net additional cost or net savings resulting from implementing waste management plan. Include the following:

1. Total quantity of waste.

2. Estimated cost of disposal (cost per unit). Include hauling and tipping fees and cost of collection containers for each type of waste.

3. Total cost of disposal (with no waste management).

4. Revenue from salvaged materials.

5. Revenue from recycled materials.

6. Savings in hauling and tipping fees by donating materials.

7. Savings in hauling and tipping fees that are avoided.

8. Handling and transportation costs. Include cost of collection containers for each type of waste.

9. Net additional cost or net savings from waste management plan.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.01 PLAN IMPLEMENTATION

A. General: Implement waste management plan as approved by the COR.

Provide handling, containers, storage, signage, transportation, and other items as required to implement waste management plan during the entire duration of the Contract.

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B. Waste Management Coordinator: Engage a waste management coordinator to be responsible for implementing, monitoring, and reporting status of waste management work plan. Coordinator shall be present at Project site full time for duration of Project.

C. Training: Train workers, subcontractors, and suppliers on proper waste management procedures, as appropriate for the Work occurring at Project site.

1. Distribute waste management plan to everyone concerned within three days of submittal return.

2. Distribute waste management plan to entities when they first begin work on-site. Review plan procedures and locations established for salvage, recycling, and disposal.

D. Site Access and Temporary Controls: Conduct waste management operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities.

1. Designate and label specific areas on Project site necessary for separating materials that are to be salvaged, recycled, reused, donated, and sold.

3.02 SALVAGING DEMOLITION WASTE

A. Salvaged Items for Reuse in the Work:

1. Clean salvaged items.

2. Store items in a secure area until installation.

3. Protect items from damage during transport and storage.

4. Install salvaged items to comply with installation requirements for new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make items functional for use indicated.

B. Salvaged Items for Sale and Donation: Not permitted on Project site.

C. Salvaged Items for Government's Use: If not stated in the Plans or Specifications, consider as none.

3.03 RECYCLING DEMOLITION AND CONSTRUCTION WASTE, GENERAL

A. General: Recycle paper and beverage containers used by on-site workers.

B. Recycling Receivers and Processors: The Contractor shall locate and arrange the services of receivers and processors, subject to COR’s approval.

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C. Recycling Incentives: Revenues, savings, rebates, tax credits, and other incentives received for recycling waste materials shall accrue to Contractor.

D. Procedures: Separate recyclable waste from other waste materials, trash, and debris. Separate recyclable waste by type at Project site to the maximum extent practical.

1. Provide appropriately marked containers or bins for controlling recyclable waste until they are removed from Project site. Include list of acceptable and unacceptable materials at each container and bin.

a. Inspect containers and bins for contamination and remove contaminated materials if found.

2. Stockpile processed materials on-site without intermixing with other materials. Place, grade, and shape stockpiles to drain surface water.

Cover to prevent windblown dust.

3. Stockpile materials away from construction area. Do not store within drip line of remaining trees.

4. Store components off the ground and protect from the weather.

5. Remove recyclable waste off Government's property and transport to recycling receiver or processor.

3.04 RECYCLING DEMOLITION WASTE

A. Asphaltic Concrete Paving: Grind asphalt to maximum 1-1/2-inch (38-mm) size.

1. Crush asphaltic concrete paving and screen to comply with requirements in Section 31 23 23, Fill and Backfill for use as general fill.

B. Concrete: Remove reinforcement and other metals from concrete and sort with other metals.

1. Pulverize concrete to maximum 1-1/2-inch (38-mm) size.

2. Crush concrete and screen to comply with requirements in

Section 31 23 23, Fill and Backfill for use as satisfactory soil for fill or subbase.

3.05 RECYCLING CONSTRUCTION WASTE

A. Packaging:

1. Cardboard and Boxes: Break down packaging into flat sheets. Bundle and store in a dry location.

2. Polystyrene Packaging: Separate and bag materials.

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3. Pallets: As much as possible, require deliveries using pallets to remove pallets from Project site. For pallets that remain on-site, break down pallets into component wood pieces and comply with requirements for recycling wood.

4. Crates: Break down crates into component wood pieces and comply with requirements for recycling wood.

B. Site-Clearing Wastes: Chip brush, branches, and trees at landfill facility.

C. Wood Materials:

1. Clean Cut-Offs of Lumber: Grind or chip into small pieces.

2. Clean Sawdust: Bag sawdust that does not contain painted or treated wood.

D. Gypsum Board: Stack large clean pieces on wood pallets and store in a dry location.

1. Clean Gypsum Board: Grind scraps of clean gypsum board using small mobile chipper or hammer mill. Screen out paper after grinding.

3.06 DISPOSAL OF WASTE

A. General: Except for items or materials to be salvaged, recycled, or otherwise reused, remove waste materials from Project site and legally dispose of them in a landfill or incinerator acceptable to authorities having jurisdiction.

1. Except as otherwise specified, do not allow waste materials that are to be disposed of accumulate on-site.

2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.

B. Burning: Do not burn waste materials.

C. Disposal: Transport waste materials off Government's property and legally dispose of them.

PW\DEN001\676408 RECORD DRAWINGS

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SECTION 01 77 00

RECORD DRAWINGS

PART 1 GENERAL

1.01 RECORD DOCUMENTS

A. Quality Assurance:

1. Furnish qualified and experienced person, whose duty and responsibility shall be to maintain record documents.

2. Accuracy of Records:

a. Coordinate changes within record documents, making legible and accurate entries on each sheet of Drawings and other documents where such entry is required to show change.

b. Purpose of Project record documents is to document factual information regarding aspects of the Work, both concealed and visible, to enable future modification of the Work to proceed without lengthy and expensive Site measurement, investigation, and examination.

3. Make entries within 24 hours after receipt of information that a change in the Work has occurred.

4. Prior to submitting each request for progress payment, request Owner’s review and approval of current status of record documents. Failure to properly maintain, update, and submit record documents may result in a deferral by Owner’s Representative to recommend whole or any part of Contractor’s Application for Payment, either partial or final.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.01 MAINTENANCE OF RECORD DOCUMENTS

A. General:

1. Promptly following commencement of Contract Times, secure from Engineer at no cost to Contractor, one complete set of Contract Documents. Drawings will be full size.

2. Label or stamp each record document with title, “RECORD DOCUMENTS,” in neat large printed letters.

RECORD DRAWINGS PW\DEN001\676408

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3. Record information concurrently with construction progress and within 24 hours after receipt of information that change has occurred. Do not cover or conceal Work until required information is recorded.

B. Preservation:

1. Maintain documents in a clean, dry, legible condition and in good order.

Do not use record documents for construction purposes.

2. Make documents and Samples available at all times for observation by Engineer.

C. Making Entries on Drawings:

1. Using an erasable colored pencil (not ink or indelible pencil), clearly describe change by graphic line and note as required.

a. Color Coding:

1) Green when showing information deleted from Drawings.

2) Red when showing information added to Drawings.

3) Blue and circled in blue to show notes.

2. Date entries.

3. Call attention to entry by “cloud” drawn around area or areas affected.

4. Legibly mark to record actual changes made during construction, including, but not limited to:

a. Depths of various elements of foundation in relation to finished first floor data if not shown or where depth differs from that shown.

b. Horizontal and vertical locations of existing and new Underground Facilities and appurtenances, and other underground structures, equipment, or Work. Reference to at least two measurements to permanent surface improvements.

c. Location of internal utilities and appurtenances concealed in the construction referenced to visible and accessible features of the structure.

d. Locate existing facilities, piping, equipment, and items critical to the interface between existing physical conditions or construction and new construction.

e. Changes made by Addenda and Field Orders, Work Change Directive, Change Order, and Engineer’s written interpretation and clarification using consistent symbols for each and showing appropriate document tracking number.

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5. Dimensions on Schematic Layouts: Show on record drawings, by dimension, the centerline of each run of items such as are described in previous subparagraph above.

a. Clearly identify the item by accurate note such as “cast iron drain,” “galv. water,” and the like.

b. Show, by symbol or note, vertical location of item (“under slab,”

“in ceiling plenum,” “exposed,” and the like).

c. Make identification so descriptive that it may be related reliably to Specifications.

PW/DEN001/676408 SUSTAINABLE DESIGN REQUIREMENTS

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SECTION 01 81 13

SUSTAINABLE DESIGN REQUIREMENTS

PART 1…