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Volume I Specifications 08/10/2016
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PAARNG Project No. 85636-420522
TRAINING AIDS CENTER BID FINAL SPECIFICATIONS - MAY 13, 2016
TABLE OF CONTENTS TOC-1
TABLE OF CONTENTS
NOTE: This Project Manual is arranged in the nationally recognized Construction Specification
Institute Format (CSI). However, only the applicable Sections of certain Divisions are included which results in the section numbering not being consecutive.
VOLUME I
DIVISION 01 – GENERAL REQUIREMENTS
01 10 00 SUMMARY
01 30 00 ADMINISTRATIVE REQUIREMENTS
01 32 16 CONSTRUCTION PROGRESS SCHEDULE
01 35 14.01 LEED-NC 2009 CREDIT SUMMARY
01 35 15 LEED CERTIFICATION PROCEDURES
01 35 16 LEED SUBMITTAL FORMS
01 35 16.01 LEED TOTAL MATERIAL COST SUMMARY FORM
01 35 16.02 LEED WOOD-CONTAINING PRODUCT LIST
01 35 16.03 LEED METAL-CONTAINING PRODUCT LIST
01 40 00 QUALITY REQUIREMENTS
01 50 00 TEMPORARY FACILITIES AND CONTROLS
01 57 21 INDOOR AIR QUALITY CONTROLS
01 60 00 PRODUCT REQUIREMENTS
01 61 16 VOLATILE ORGANIC COMPOUND (VOC) CONTENT
RESTRICTIONS
01 61 16.01 ACCESSORY MATERIAL VOC CONTENT CERTIFICATION FORM
01 70 00 EXECUTION AND CLOSEOUT REQUIREMENTS
01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL
01 75 16 STARTING OF SYSTEMS
01 78 00 CLOSEOUT SUBMITTALS
01 91 13 GENERAL COMMISSIONING
DIVISION 02 – EXISTING CONDITIONS
02 30 00 SUBSURFACE EXPLORATION
02 41 13 DEMOLITION
DIVISION 03 – CONCRETE
03 10 00 CONCRETE FORMS
03 20 00 CONCRETE REINFORCEMENT
03 30 00 CAST IN PLACE CONCRETE
03 47 13 TILT-UP CONCRETE CONSTRUCTION
03 60 00 GROUT
DIVISION 04 – MASONRY
04 26 16 ADHERED MASONRY VENEER
TABLE OF CONTENTS TOC-2
DIVISION 05 – METALS
05 12 00 STRUCTURAL STEEL
05 21 00 STEEL JOIST FRAMING
05 31 00 STEEL DECK
05 50 00 METAL FABRICATIONS
05 52 00 METAL RAILINGS
DIVISION 06 – WOOD AND PLASTICS, AND COMPOSITES
06 10 00 ROUGH CARPENTRY
06 41 00 ARCHITECTURAL WOOD CASEWORK
DIVISION 07 – THERMAL AND MOISTURE PROTECTION
07 14 00 FLUID APPLIED WATERPROOFING
07 21 00 THERMAL INSULATION
07 21 19 FOAMED-IN-PLACE INSULATION
07 25 00 WEATHER BARRIERS
07 41 13 METAL ROOF PANELS
07 42 14 INSULATED METAL WALL PANELS
07 54 23 THERMOPLASTIC-POLYOLEFIN ROOFING (TPO)
07 62 00 SHEET METAL FLASHING AND TRIM
07 71 00 ROOF SPECIALTIES
07 84 00 FIRESTOPPING
07 92 00 JOINT SEALERS
DIVISION 08 – OPENINGS
08 11 13 HOLLOW METAL DOORS AND FRAMES
08 14 16 FLUSH WOOD DOORS
08 36 13 SECTIONAL DOORS
08 41 13 ALUMINUM-FRAMED ENTRANCES & STOREFRONTS
08 41 26 ALL-GLASS ENTRANCES AND STOREFRONTS
08 44 13 GLAZED ALUMINUM CURTAINWALLS
08 62 00 UNIT SKYLIGHTS
08 71 00 DOOR HARDWARE
08 80 00 GLAZING
08 91 00 LOUVERS
DIVISION 09 – FINISHES
09 21 16 GYPSUM BOARD ASSEMBLIES
09 30 00 TILING
09 51 00 ACOUSTICAL CEILINGS
09 84 00 ACOUSTIC ROOM COMPONENTS
09 91 13 EXTERIOR PAINTING
09 91 23 INTERIOR PAINTING
TABLE OF CONTENTS TOC-3
DIVISION 10 – SPECIALTIES
10 14 00 SIGNAGE
10 21 13.19 PLASTIC TOILET COMPARTMENTS
10 22 26 OPERABLE PARTITIONS
10 44 00 FIRE PROTECTION SPECIALTIES
10 56 00 STORAGE ASSEMBLIES
DIVISION 11 – EQUIPMENT
11 52 13 PROJECTION SCREENS
11 52 23 TELEVISION MOUNTS
11 52 26 PROJECTOR MOUNTS
11 52 45 MONITOR MOUNTS
DIVISION 12 – FURNISHINGS
12 21 13 HORIZONTAL LOUVER BLINDS
12 24 23 DUAL ROLLER WINDOW SCREENS
12 36 00 COUNTERTOPS
12 48 13 ENTRANCE FLOOR MATS AND FRAMES
12 93 13 SITE AMENITIES
TABLE OF CONTENTS TOC-4
VOLUME II
DIVISION 21 – FIRE SUPPRESSION
21 05 00 COMMON WORK RESULTS FOR FIRE SUPPRESSION
21 13 00 FIRE SUPPRESSION SPRINKLER SYSTEMS
21 31 00 PACKAGED FIRE PUMP SYSTEM
DIVISION 22 – PLUMBING
22 11 13 FACILITY WATER DISTRIBUTION
22 13 16 SANITARY WASTE AND VENT PIPING
22 15 00 COMPRESSED AIR SYSTEM
22 30 00 PLUMBING FIXTURES AND EQUIPMENT
DIVISION 23 – HEATING VENTILATION AND AIR CONDITIONING
23 05 00 BASIC MECHANICAL MATERIALS AND METHODS
23 05 29 HANGERS AND SUPPORTS
23 05 63 MECHANICAL IDENTIFICATION
23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC
23 07 00 MECHANICAL INSULATION
23 08 00 MECHANICAL COMMISSIONING
23 11 23 FACILITY NATURAL GAS PIPING
23 21 13 HYDRONIC PIPING
23 21 16 HYDRONIC PIPING SPECIALTIES
23 21 23 HYDRONIC PUMPS
23 23 00 REFRIGERANT PIPING
23 25 00 HVAC WATER TREATMENT
23 30 00 AIR DISTRIBUTION
23 34 00 HVAC FANS
23 38 00 VENTILATION HOODS
23 52 16 CONDENSING BOILERS
23 65 00 COOLING TOWERS
23 74 00 PACKAGED AIR CONDITIONING UNITS
23 81 00 AIR DISTRIBUTION
23 82 29 ELECTRIC HEATERS
DIVISION 25 – INTEGRATED AUTOMATION
25 00 00 INTEGRATED AUTOMATION
25 90 00 SEQUENCE OF OPERATION
DIVISION 26 – ELECTRICAL
26 05 00 COMMON WORK RESULTS FOR ELECTRICAL
26 05 03 EQUIPMENT WIRING CONNECTIONS
26 05 13 MEDIUM VOLTAGE CABLES
26 05 19 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND
CABLES
TABLE OF CONTENTS TOC-5
26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS
26 05 28 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS
26 05 33.13 CONDUITS FOR ELECTRICAL SYSTEMS
26 05 33.23 BOXES FOR ELECTRICAL SYSTEMS
26 05 36 CABLE TRAYS FOR ELECTRICAL SYSTEMS
26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS
26 05 63 ACCEPTANCE TESTING OF ELECTRICAL SYSTEMS
26 08 00 ELECTRICAL COMMISSIONING
26 12 19 PAD MOUNTED, LIQUID FILLED, MEDIUM VOLTAGE
TRANSFORMERS
26 24 13 SWITCHBOARDS
26 24 16 PANELBOARDS
26 24 19 ENCLOSED CONTROLLERS
26 27 26 WIRING DEVICES
26 28 16.13 LOW-VOLTAGE ENCLOSED SWITCHES
26 28 16.19 LOW-VOLTAGE ENCLOSED CIRCUIT BREAKERS
26 41 13 LIGHTNING PROTECTION FOR STRUCTURES
26 43 13 SURGE PROTECTIVE DEVICES FOR LOW-VOLTAGE ELECTRICAL
POWER CIRCUITS
26 50 00 LIGHTING
DIVISION 27 – COMMUNICATIONS
27 00 00 COMMUNICATIONS
27 51 16 PUBLIC ADDRESS SYSTEM
DIVISION 28 – ELECTRONIC SAFETY AND SECURITY
28 31 00 FIRE DETECTION AND ALARM
DIVISION 31 – EARTHWORK
31 10 00 SITE CLEARING
31 20 00 EARTHWORK UNCLSSIFIED)
31 22 00 GRADING
31 22 19 FINISHED GRADING
31 23 33 TRENCHING FOR SITE UTILITIES
31 25 00 EROSION AND SEDIMENT CONTROL
DIVISION 32 – EXTERIOR IMPROVEMENTS
32 12 16 ASPHALT PAVING
32 16 13 CEMENT CONCRETE CURBS
32 16 50 SIDEWALKS
32 31 00 CHAIN LINK FENCES AND GATES
32 90 00 PLANTING
32 91 19 TOPSOIL
32 92 00 SEEDING AND SOIL SUPPLEMENTS
TABLE OF CONTENTS TOC-6
DIVISION 33 – UTILITIES
33 11 16 SITE WATER DISTRIBUTION PIPING
33 13 00 DISINFECTION OF WATER SUPPLY DISTRIBUTION SYSTEM
33 27 00 GROUND SOURCE HEAT PUMP WELLS
33 31 00 SITE SANITARY UTILITY SEWERAGE PIPING
33 40 00 STORM DRAINAGE
33 49 13 MANHOLES, FRAMES, AND COVERS
33 51 00 NATURAL GAS DISTRIBUTION
33 71 19 ELECTRICAL UNDERGROUND DUCTS AND MANHOLES
33 71 73 ELECTRICAL UTILITY SERVICES
SUMMARY 01 10 00-1
SECTION 01 10 00
SUMMARY
PART 1 GENERAL
1.01 PROJECT
A. Project Name: Training Aids Center.
B. Owner's Name: Pennsylvania Army National Guard.
C. Contracting Officer: As identified at the Preconstruction Meeting.
D. The Project consists of the construction of a single story facility and associated sitework.
1.02 CONTRACT DESCRIPTION
A. Contract Type: A single prime contract based on a Stipulated Price as described in the
Agreement.
1.03 DESCRIPTION OF NEW WORK
A. The facility will consist of a 63,000 square foot combination office and warehouse facility.
1. Exterior building envelope is tilt-up concrete panels supported by a structural steel frame.
2. Roof system is standing seam metal roof panels and rigid insulation over metal roof deck supported by steel bar joists.
3. The building interior consists of gypsum board over light gage steel studs.
4. The HVAC system consists of a closed-loop geothermal well heat pump system.
1.04 OWNER OCCUPANCY
A. Government intends to occupy the Project upon Substantial Completion.
B. Cooperate with Government to minimize conflict and to facilitate Government's operations.
C. Schedule the Work to accommodate Government occupancy.
1.05 CONTRACTOR USE OF SITE AND PREMISES
A. Construction Operations: Limited to areas noted on Drawings.
B. Provide access to and from site as required by law and by Government:
SUMMARY 01 10 00-2
1. Do not obstruct roadways, sidewalks, or other public ways without permit.
C. Utility Outages and Shutdown:
1. Prevent accidental disruption of utility services to other facilities.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION
ADMINISTRATIVE REQUIREMENTS 01 30 00-1
SECTION 01 30 00
ADMINISTRATIVE REQUIREMENTS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Preconstruction meeting.
B. Progress meetings.
C. Submittals for review, information, and project closeout.
D. Number of copies of submittals.
E. Submittal procedures.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION
3.01 PRECONSTRUCTION MEETING
A. Government will schedule a meeting after Notice of Award.
B. Attendance Required:
1. Government.
2. Contracting Officer.
3. Contractor.
C. Agenda:
1. Execution of Government-Contractor Agreement.
2. Submission of executed bonds and insurance certificates.
3. Submission of list of Subcontractors, schedule of values, and progress schedule.
4. Designation of personnel representing the parties to Contract and Contracting
Officer.
5. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders, and Contract closeout procedures.
6. Scheduling.
D. Record minutes and distribute copies within two days after meeting to participants, with two copies to Contracting Officer, Government, participants, and those affected by decisions made.
ADMINISTRATIVE REQUIREMENTS 01 30 00-2
3.02 PROGRESS MEETINGS
A. Government will make arrangements for meetings, prepare agenda with copies for participants, preside at meetings.
B. Attendance Required:
1. Contractor.
2. Government.
3. Contracting Officer.
4. Contractor's Superintendent.
5. Major Subcontractors.
C. Agenda:
1. Review minutes of previous meetings.
2. Review of Work progress.
3. Field observations, problems, and decisions.
4. Identification of problems that impede, or will impede, planned progress.
5. Review of submittals schedule and status of submittals.
6. Review of off-site fabrication and delivery schedules.
7. Maintenance of progress schedule.
8. Corrective measures to regain projected schedules.
9. Planned progress during succeeding work period.
10. Maintenance of quality and work standards.
11. Effect of proposed changes on progress schedule and coordination.
12. Other business relating to Work.
D. Record minutes and distribute copies within two days after meeting to participants, with two copies to Contracting Officer, Government, participants, and those affected by decisions made.
3.03 CONSTRUCTION PROGRESS SCHEDULE - SEE SECTION 01 32 16
A. Within 10 days after date of the Agreement, submit preliminary schedule defining planned operations for the first 60 days of Work, with a general outline for remainder of Work.
B. If preliminary schedule requires revision after review, submit revised schedule within
10 days.
C. Within 20 days after review of preliminary schedule, submit draft of proposed complete schedule for review.
1. Include written certification that major Subcontractors have reviewed and accepted proposed schedule.
D. Within 10 days after joint review, submit complete schedule.
ADMINISTRATIVE REQUIREMENTS 01 30 00-3
E. Submit updated schedule with each Application for Payment.
3.04 SUBMITTALS FOR REVIEW
A. When the following are specified in individual sections, submit them for review:
1. Product data.
2. Shop drawings.
3. Samples for selection.
4. Samples for verification.
B. Submit to Contracting Officer for review for the limited purpose of checking for conformance with information given and the design concept expressed in the contract documents.
C. Samples will be reviewed only for aesthetic, color, or finish selection.
D. After review, provide copies and distribute in accordance with SUBMITTAL
PROCEDURES article below .
3.05 SUBMITTALS FOR INFORMATION
A. When the following are specified in individual sections, submit them for information:
1. Design data.
2. LEED submittals and reports.
3. Certificates.
4. Test reports.
5. Inspection reports.
6. Manufacturer's instructions.
7. Manufacturer's field reports.
8. Other types indicated.
B. Submit for Contracting Officer's knowledge as contract administrator or for
Government. No action will be taken.
3.06 SUBMITTALS FOR PROJECT CLOSEOUT
A. Submit Correction Punch List for Substantial Completion.
B. Submit Final Correction Punch List for Substantial Completion.
C. When the following are specified in individual sections, submit them at project closeout:
1. Project record documents.
2. Operation and maintenance data.
3. Warranties.
4. Bonds.
ADMINISTRATIVE REQUIREMENTS 01 30 00-4
5. Other types as indicated.
D. Submit for Government's benefit during and after project completion.
3.07 NUMBER OF COPIES OF SUBMITTALS
A. Electronic Documents: Submit one electronic copy in PDF format; an electronically-marked up file will be returned. Create PDFs at native size and right-side up; illegible files will be rejected.
B. Samples: Submit the number specified in individual specification sections; one of which will be retained by Contracting Officer.
1. After review, produce duplicates.
2. Retained samples will not be returned to Contractor unless specifically so stated.
3.08 SUBMITTAL PROCEDURES
A. Shop Drawing Procedures:
1. Prepare accurate, drawn-to-scale, original shop drawing documentation by interpreting the Contract Documents and coordinating related Work.
2. Do not reproduce the Contract Documents to create shop drawings.
3. Generic, non-project specific information submitted as shop drawings do not meet the requirements for shop drawings.
B. Transmit each submittal with a copy of approved submittal form.
C. Sequentially number the transmittal form. Revise submittals with original number and a sequential alphabetic suffix.
D. Identify Project, Contractor, Subcontractor or supplier; pertinent drawing and detail number, and specification section number, as appropriate on each copy.
E. Apply Contractor's stamp, signed or initialed certifying that review, approval, verification of Products required, field dimensions, adjacent construction Work, and coordination of information is in accordance with the requirements of the Work and
Contract Documents.
F. Deliver submittals to Contracting Officer at business address.
G. Schedule submittals to expedite the Project, and coordinate submission of related items. All submittals must be delivered for review within 90 days of the
Preconstruction Meeting. All items requiring resubmission must be delivered within
30 days of rejection.
H. For each submittal for review, allow 15 days excluding delivery time to and from the
Contractor.
ADMINISTRATIVE REQUIREMENTS 01 30 00-5
I. Identify variations from Contract Documents and Product or system limitations that may be detrimental to successful performance of the completed Work.
J. Provide space for Contractor and Contracting Officer review stamps.
K. When revised for resubmission, identify all changes made since previous submission.
L. Distribute reviewed submittals as appropriate. Instruct parties to promptly report any inability to comply with requirements.
M. Submittals not requested will not be recognized or processed.
THIS PAGE INTENTIONALLY LEFT BLANK
CONSTRUCTION PROGRESS SCHEDULE 01 32 16-1
SECTION 01 32 16
CONSTRUCTION PROGRESS SCHEDULE
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Preliminary schedule.
B. Construction progress schedule, bar chart type.
1.02 SUBMITTALS
A. Within 10 days after date of Agreement, submit preliminary schedule defining planned operations for the first 60 days of Work, with a general outline for remainder of Work.
B. If preliminary schedule requires revision after review, submit revised schedule within
10 days.
C. Within 20 days after review of preliminary schedule, submit draft of proposed complete schedule for review.
1. Include written certification that major contractors have reviewed and accepted proposed schedule.
D. Within 10 days after joint review, submit complete schedule.
E. Submit updated schedule with each Application for Payment.
1.03 QUALITY ASSURANCE
A. Contractor's Administrative Personnel: Three years minimum experience in using and monitoring CPM schedules on comparable projects.
1.04 SCHEDULE FORMAT
A. Listings: In chronological order according to the start date for each activity. Identify each activity with the applicable specification section number.
B. Sheet Size: Multiples of 8-1/2 x 11 inches.
C. Scale and Spacing: To allow for notations and revisions.
CONSTRUCTION PROGRESS SCHEDULE 01 32 16-2
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION
3.01 PRELIMINARY SCHEDULE
A. Prepare preliminary schedule in the form of a horizontal bar chart.
3.02 CONTENT
A. Show complete sequence of construction by activity, with dates for beginning and completion of each element of construction.
B. Identify work of separate stages and other logically grouped activities.
C. Provide sub-schedules to define critical portions of the entire schedule.
D. Show accumulated percentage of completion of each item, and total percentage of
Work completed, as of the first day of each month.
E. Provide separate schedule of submittal dates for shop drawings, product data, and samples, and dates reviewed submittals will be required from Contracting Officer.
Indicate decision dates for selection of finishes.
F. Provide legend for symbols and abbreviations used.
3.03 BAR CHARTS
A. Include a separate bar for each major portion of Work or operation.
B. Identify the first work day of each week.
3.04 REVIEW AND EVALUATION OF SCHEDULE
A. Participate in joint review and evaluation of schedule with Contracting Officer at each submittal.
B. Evaluate project status to determine work behind schedule and work ahead of schedule.
C. After review, revise as necessary as result of review, and resubmit within 10 days.
3.05 UPDATING SCHEDULE
A. Maintain schedules to record actual start and finish dates of completed activities.
B. Indicate progress of each activity to date of revision, with projected completion date of each activity.
CONSTRUCTION PROGRESS SCHEDULE 01 32 16-3
C. Annotate diagrams to graphically depict current status of Work.
D. Identify activities modified since previous submittal, major changes in Work, and other identifiable changes.
E. Indicate changes required to maintain Date of Substantial Completion.
F. Submit reports required to support recommended changes.
3.06 DISTRIBUTION OF SCHEDULE
A. Distribute copies of updated schedules to Contractor's project site file, to
Subcontractors, suppliers, Contracting Officer, Government, and other concerned parties.
B. Instruct recipients to promptly report, in writing, problems anticipated by projections shown in schedules.
LEED-NC 2009 CREDIT SUMMARY 01 35 14.01-1
SECTION 01 35 14.01
LEED-NC 2009 CREDIT SUMMARY
PART 1 GENERAL
1.01 PROJECT INFORMATION
A. Project Name: 54419.56 Training Aids.
B. City: Fort Indiantown Gap.
C. State: Pennsylvania.
1.02 DEFINITIONS
A. LEED Rating System: LEED-NC 2009 edition.
B. See Section 01 35 15 - LEED Certification Procedures, for Contractor's responsibilities.
C. This section does not include specific work requirements and is included for
Contractor's information only.
PART 2 CREDIT SUMMARY
2.01 CERTIFICATION TO BE ACHIEVED: 62 POINTS.
2.02 SUSTAINABLE SITES (SS): 12 POINTS TO BE ACHIEVED.
A. SS Prerequisite 1 - Required - No points - Construction Activity Pollution Prevention.
2.03 WATER EFFICIENCY (WE): 6 POINTS TO BE ACHIEVED.
A. WE Prerequisite 1 - Required - No points - Water Use Reduction, 20% Reduction.
1. Appropriate high efficiency and/or waterless fixtures are specified in Section 22
40 00.
2.04 ENERGY & ATMOSPHERE (EA): 20 POINTS TO BE ACHIEVED.
A. EA Prerequisite 1 - Required - No points - Fundamental Commissioning of Building
Energy Systems.
B. EA Prerequisite 2 - Required - No points - Minimum Energy Performance.
C. EA Prerequisite 3 - Required - No points - Fundamental Refrigerant Management.
LEED-NC 2009 CREDIT SUMMARY 01 35 14.01-2
2.05 MATERIALS & RESOURCES: 7 POINTS TO BE ACHIEVED.
A. MR Prerequisite 1 - Required - No points - Storage & Collection of Recyclables.
2.06 INDOOR ENVIRONMENTAL QUALITY: 11 POINTS TO BE ACHIEVED.
A. EQ Prerequisite 1 - Required - No points - Minimum IAQ Performance.
B. EQ Prerequisite 2 - Required - No points - Environmental Tobacco Smoke (ETS)
Control.
2.07 INNOVATION & DESIGN PROCESS (ID): 2 POINTS TO BE ACHIEVED.
A. ID Credit 2 - Required - 1 point - LEED(tm) Accredited Professional.
2.08 REGIONAL PRIORITY (RP): 4 POINTS TO BE ACHIEVED.
LEED CERTIFICATION PROCEDURES 01 35 15-1
SECTION 01 35 15
LEED CERTIFICATION PROCEDURES
PART 1 GENERAL
1.01 SUMMARY
A. Project Goals:
1. This project has been designed to achieve the LEED Gold (minimum 60 points) rating as defined in the LEED(r) Green Building Rating System(tm) for New
Construction and Major Renovations, 2009 Edition.
2. Contractor is not responsible for the application for LEED certification, nor for determination of methods of achieving LEED credits unless specifically so indicated.
3. Many of the LEED credits can be achieved only through intelligent design of the project and are beyond the control of the Contractor. However, certain credits relate to the products and procedures used for construction. Therefore, the full cooperation of the Contractor and subcontractors is essential to achieving final certification.
4. Contractor shall familiarize himself with the relevant requirements and provide the necessary information and instruction to all subcontractors and installers.
5. Since Contractor and subcontractors may not be familiar with LEED requirements, this section includes a summary of the products and procedures intended to achieve LEED credits.
a. Some credits are marked PREREQUISITE; these must be achieved regardless of the level of certification; many are dependent on proper performance by Contractor and subcontractors.
b. Other credits involve quantifying percentages by weight and cost; these require careful recordkeeping and reporting by the Contractor.
c. See www.usgbc.org for more information.
6. Incentive Provisions: Because the LEED rating itself does not have a quantifiable monetary value but achievement of the desired rating is dependent on the performance of Contractor, the Conditions of the Contract include provisions for liquidated damages in the event of failure to achieve the desired rating due to non-compliance by Contractor.
B. Related Sections
1. Sections that include requirements intended to achieve LEED credits include, but are not limited to, the following:
2. Section 01 35 16 - LEED Submittal Forms: Procedures for using the forms.
a. 01 35 16.01 - LEED Material Cost Summary; to report material only cost categories for computations necessary for MR Credits 3, 4.1, 4.2, 5.1, 5.2, and 6.
LEED CERTIFICATION PROCEDURES 01 35 15-2
b. 01 35 16.02 - LEED Wood-Containing Product List; for documentation of wood and wood-based products used on project; MR Credit 6.
c. 01 35 16.03 - LEED Metal-Containing Product List; for documentation of steel and other metals used on project; MR Credits 4.1 and 4.2.
3. Section 01 61 16 - Volatile Organic Compound (VOC) Content Restrictions: List of product categories having VOC content restrictions, evidence required, and reporting requirements.
4. Section 22 40 00 - Plumbing Fixtures:
a. Replacement plumbing fixtures; WE PREREQUISITE 1.
1.02 SUBMITTALS
A. See Section 01 30 00 - Administrative Requirements, for additional submittal procedures.
B. Submit LEED submittals and reports to Contracting Officer, unless otherwise indicated.
C. LEED Submittal/Report: For each product with the notation "show quantity on LEED submittal or report," submit a report with the following information:
1. Submit with each Application for Payment; update the Report each period with latest period shown separately:
2. Identify each product with:
a. Name and manufacturer.
b. Specification section number.
c. Applicable Credit(s).
d. Net weight per unit.
e. Quantity installed.
f. Material cost per unit.
g. Total material cost.
h. Other information specified for specific item.
3. Attach evidence of compliance from either the manufacturer or an independent agency.
1.03 INFORMATION SOURCES
A. American Society of Heating, Refrigerating and Air-Conditioning Engineers, Inc.
(ASHRAE ); 1791 Tullie Circle, NE, Atlanta, GA 30329. Tel: (404) 636-8400. Fax:
(404) 321-5478. www.ashrae.org.
B. Green Seal; 1001 Connecticut Avenue, NW, Suite 827, Washington, DC 20036-5525.
Tel: (202) 872-6400. Fax: (202) 872-4324. www.greenseal.org.
C. South Coast Air Quality Management District (SCAQMD); 21865 E. Copley Drive, Diamond Bar, CA 91765. Tel: (909) 396-2000. www.aqmd.gov.
LEED CERTIFICATION PROCEDURES 01 35 15-3
D. U.S. Green Building Council (USGBC); 1015 18th Street, NW, Suite 805, Washington, DC 20036. Tel: (202) 82-USGBC or (202) 828-7422. Fax: (202) 828-
5110. www.usgbc.org.
PART 2 PRODUCTS (NOT USED)
LEED SUBMITTAL FORMS 01 35 16-1
SECTION 01 35 16
LEED SUBMITTAL FORMS
A. These forms are for the Contractor's use in submitting documentation to be used to determine whether particular credits have been achieved. The cooperation of subcontractors, suppliers, and manufacturers is required.
B. These forms apply to the following LEED Credits:
1. MR Credits 4.1 and 4.2 - Recycled Content.
2. MR Credits 5.1 and 5.2 - Regional Materials.
3. MR Credit 6 - Rapidly Renewable Materials.
4. MR Credit 7 - Certified Wood.
5. IEQ Credit 4 - Low-Emitting Materials.
A. 01 35 16.01 - LEED TOTAL MATERIAL COST SUMMARY FORM: Certification by Contractor.
B. 01 35 16.02 - LEED Wood-Containing Product List: Certification by Contractor.
C. 01 35 16.03 - LEED Metal-Containing Product List: Certification by Contractor.
D. 01 61 16.01 - Accessory Material VOC Content Certification Form: Certification by each installer working on project regardless of product type.
E. Attached at the end of this Section; LEED Material Submittal Form: Data certification by manufacturer of product; cost and quantity certification by Contractor.
A. All LEED submittal forms are to be submitted by Contractor; certifications are to be made by indicated party.
B. Where a LEED Submittal is called for, fill out and submit the appropriate form.
1. Fill out one form for each different brand name product and each different manufacturer of a lot of commodity products.
2. Where required attachments are specified, attach the documentation to the back of the form.
C. Each form must be signed by the entity capable of certifying the information.
1. Certification signatures must be made by an officer of the company.
2. For products, certification must be made by the manufacturer not the supplier.
3. For custom fabricated products, certification by the fabricator is acceptable.
D. Submit the completed forms in accordance with the requirements of Section 01 30 00 -
Administrative Requirements, as information submittals.
1. Give each form a unique submittal number.
LEED SUBMITTAL FORMS 01 35 16-2
2. Do not combine LEED summary forms with product data or shop drawing submittals.
3. LEED Material Submittal Form should be submtted with product data of shop drawing submittals.
LEED TOTAL MATERIAL COST SUMMARY FORM 01 35 16.01-1
SECTION 01 35 16.01
LEED TOTAL MATERIAL COST SUMMARY FORM
1.01 LEED SUBMITTAL FORM
A. Identification:
1. Project Name: ________________________________
2. Project No.: ________________________________
3. Contracting Officer: ________________________________
B. This form applies to the following LEED Credits:
1. MR Credits 4.1 and 4.2 - Recycled Content.
2. MR Credits 5.1 and 5.2 - Regional Materials.
3. MR Credit 6 - Rapidly Renewable Materials.
4. MR Credit 7 - Certified Wood.
C. Procedure:
1. Because the above listed credits require computations based on the material costs for the project, the Contractor is required to submit the following cost breakdown, in addition to any cost breakdown specified elsewhere.
2. Costs are to be material costs excluding labor, overhead, and profit, but including delivery, storage, and handling charges. Revise cost summary whenever materials actually installed change due to contract modifications or Contractor preference.
1.02 CERTIFICATION
1.03 $ __________ TOTAL COST OF ALL MATERIALS
1.04 $ __________ TOTAL COST OF PLUMBING, HVAC, ELECTRICAL, AND
COMMUNICATIONS
1.05 $ __________ TOTAL COST OF ARCHITECTURAL EQUIPMENT IN DIVISIONS 11
THROUGH 14
1.06 $ __________ TOTAL COST OF WOOD AND WOOD-BASED MATERIALS,
INCLUDING TEMPORARY CONSTRUCTION ITEMS THAT WILL NEITHER BE
INCORPORATED INTO THE WORK NOR RETURNED TO THEIR SUPPLIER FOR
RE-USE.
1.07 CERTIFIED BY: ( CONTRACTOR)
A. Print Name: ______________________________________________
B. Signature: ______________________________________________
LEED TOTAL MATERIAL COST SUMMARY FORM 01 35 16.01-2
C. Title: _______________________ (officer of company)
D. Date: _________________
LEED WOOD-CONTAINING PRODUCT LIST 01 35 16.02-1
SECTION 01 35 16.02
LEED WOOD-CONTAINING PRODUCT LIST
1. Project Name: ________________________________
2. Project No.: ________________________________
3. Contracting Officer: ________________________________
B. This form applies to LEED MR Credit 6 (certified wood).
1.02 WOOD-CONTAINING PRODUCTS
A. Wood-containing products are those made of solid wood, wood chip, or wood fiber, or containing components made of solid wood, wood chip, or wood fiber.
B. Rationale: Because the computation for this credit is based on the total material costs for all wood and wood-based products on the project, the Contractor is required to submit the following itemization of wood and wood-based products, including materials used during construction but not incorporated into the finished work.
C. Procedure: For each wood-containing product provided for this project, submit "LEED
New Product Content Form". At minimum, submit for the following products. Initial those for which the material content form is attached.
D. Permanent Wood-Containing Product List:
1. ___ Wood utility poles
2. ___ Fixed site furnishings
3. ___ Wood framing, furring, and supports
4. ___ Sheathing
5. ___ Blocking, curbing, and nailers
6. ___ Decking
7. ___ Molding and trim
8. ___ Flooring
9. ___ Architectural woodwork
10. ___ Cabinets and casework
11. ___ Doors and frames, including composite construction
E. Temporary Wood-Containing Product List:
1. ___ Excavation supports
2. ___ Concrete formwork and formwork supports
3. ___ Bracing and shoring
4. ___ Barricades and enclosures
LEED WOOD-CONTAINING PRODUCT LIST 01 35 16.02-2
1.03 CERTIFICATION
A. ___ All other wood-containing products used on this project are shown on the attached list.
B. ___ I certify that there are no other wood-containing products used on this project that exceed 1 percent of total material cost.
C. ___ I certify that there are no other temporary facilities or construction using wood-containing products that exceed 1 percent of the total material cost.
D. CERTIFIED BY: ( Contractor)
1. Print Name: ______________________________________________
2. Signature: ______________________________________________
3. Title: _______________________ (officer of company), Date:
LEED METAL-CONTAINING PRODUCT LIST 01 35 16.03-1
SECTION 01 35 16.03
LEED METAL-CONTAINING PRODUCT LIST
1. Project Name: ________________________________
2. Project No.: ________________________________
3. Contracting Officer: ________________________________
B. This form applies to LEED Credits MR 4.1 and 4.2 (recycled content).
1.02 STEEL-CONTAINING PRODUCTS
A. Procedure: Determine recycled steel content by estimating the proportion of reused steel based on trade association surveys of mill practices multiplied by the quantity of steel by weight in the product.
1. Referenced Mill Practices Survey: See the current edition of Steel Recycling
Institute "Steel Takes LEED with Recycled Content," at http://www.recycle-steel.org/en/~/media/Files/SRI/Media%20Center/LEED_Sept2011.ashx.
2. If the mill source cannot be identified, the product will be considered to have the lowest reused steel content reported in referenced mill practices survey.
3. For each steel-containing product provided for this project, submit "LEED New
Product Content Form". At minimum, submit for the following products. Initial those for which the material content form is attached.
B. Steel-Containing Product List:
1. ___ Concrete reinforcement (bars, mats, wire, mesh), anchor plates.
2. ___ Structural steel framing members, plates.
3. ___ Steel structural components of pre-engineered products.
4. ___ Miscellaneous steel fabrications made from rolled shapes, including equipment supports.
5. ___ Bar joists and girders.
6. ___ Steel decking.
7. ___ Light gauge steel framing and trusses.
8. ___ Miscellaneous formed steel fabrications.
9. ___ Steel wall and roof panels.
10. ___ Steel sheet metal flashing and trim.
11. ___ Steel doors and frames.
12. ___ Non-load-bearing steel framing (studs, ceiling framing, shaftwall)
13. ___ Gypsum board finishing trim.
14. ___ Suspended ceiling grid.
15. ___ Steel lockers.
16. ___ Steel demountable partitions.
LEED METAL-CONTAINING PRODUCT LIST 01 35 16.03-2
1.03 CAST IRON-CONTAINING PRODUCTS
A. Rationale: Cast iron is considered 100 percent recycled.
B. For each homogeneous cast iron product, report total cost on "LEED New Product
Content Form".
C. Cast Iron Product List:
1. ___ Cast iron pipe.
2. ___ Cast iron castings.
1.04 CERTIFICATION
A. ___ All other steel- and cast iron-containing products used on this project are shown on the attached list.
B. ___ I certify that there are no other steel-containing products used on this project that exceed 1 percent of total material cost less material cost attributed to mechanical and electrical.
C. ___ I certify that there are no other cast iron-containing products used on this project that exceed 1 percent of total material cost less material cost attributed to mechanical and electrical.
D. CERTIFIED BY: (Contractor)
1. Print Name: ______________________________________________
2. Signature: ______________________________________________
3. Title: _______________________ (officer of company), Date:
QUALITY REQUIREMENTS 01 40 00-1
SECTION 01 40 00
QUALITY REQUIREMENTS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Mock-ups.
B. Control of installation.
C. Tolerances.
D. Testing and inspection services.
E. Manufacturers' field services.
1.02 REFERENCE STANDARDS
A. ASTM C1021 - Standard Practice for Laboratories Engaged in Testing of Building
Sealants; 2008 (Reapproved 2014).
B. ASTM C1077 - Standard Practice for Laboratories Testing Concrete and Concrete
Aggregates for Use in Construction and Criteria for Laboratory Evaluation; 2014.
C. ASTM C1093 - Standard Practice for Accreditation of Testing Agencies for Masonry;
2013.
D. ASTM D3740 - Standard Practice for Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and
Construction; 2012a.
E. ASTM E329 - Standard Specification for Agencies Engaged in Construction
Inspection, Testing, or Special Inspection; 2014a.
F. ASTM E543 - Standard Specification for Agencies Performing Nondestructive
Testing; 2013.
G. IAS AC89 - Accreditation Criteria for Testing Laboratories; 2010.
1.03 SUBMITTALS
A. Testing Agency Qualifications:
1. Prior to start of Work, submit agency name, address, and telephone number, and names of full time registered Engineer and responsible officer.
QUALITY REQUIREMENTS 01 40 00-2
2. Qualification Statement: Provide documentation showing testing laboratory is accredited under IAS AC89.
B. Design Data: Submit for Contracting Officer's knowledge as contract administrator for the limited purpose of assessing conformance with information given and the design concept expressed in the contract documents, or for Government's information.
C. Test Reports: After each test/inspection, promptly submit two copies of report to
Contracting Officer and to Contractor.
1. Include:
a. Date issued.
b. Project title and number.
c. Name of inspector.
d. Date and time of sampling or inspection.
e. Identification of product and specifications section.
f. Location in the Project.
g. Type of test/inspection.
h. Date of test/inspection.
i. Results of test/inspection.
j. Conformance with Contract Documents.
k. When requested by Contracting Officer, provide interpretation of results.
2. Test report submittals are for Contracting Officer's knowledge as contract administrator for the limited purpose of assessing conformance with information given and the design concept expressed in the contract documents, or for
Government's information.
D. Certificates: When specified in individual specification sections, submit certification by the manufacturer and Contractor or installation/application subcontractor to
Contracting Officer, in quantities specified for Product Data.
1. Indicate material or product conforms to or exceeds specified requirements.
Submit supporting reference data, affidavits, and certifications as appropriate.
2. Certificates may be recent or previous test results on material or product, but must be acceptable to Contracting Officer.
E. Manufacturer's Instructions: When specified in individual specification sections, submit printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, for the Government's information. Indicate special procedures, perimeter conditions requiring special attention, and special environmental criteria required for application or installation.
F. Manufacturer's Field Reports: Submit reports for Contracting Officer's benefit as contract administrator or for Government.
1. Submit report in duplicate within 30 days of observation to Contracting Officer for information.
QUALITY REQUIREMENTS 01 40 00-3
2. Submit for information for the limited purpose of assessing conformance with information given and the design concept expressed in the contract documents.
G. Erection Drawings: Submit drawings for Contracting Officer's benefit as contract administrator or for Government.
1. Submit for information for the limited purpose of assessing conformance with information given and the design concept expressed in the contract documents.
2. Data indicating inappropriate or unacceptable Work may be subject to action by
Contracting Officer or Government.
1.04 TESTING AND INSPECTION AGENCIES
A. Contractor shall employ and pay for services of an independent testing agency to perform other specified testing.
B. Employment of agency in no way relieves Contractor of obligation to perform Work in accordance with requirements of Contract Documents.
C. Contractor Employed Agency:
1. Testing agency: Comply with requirements of ASTM E329, ASTM E543, ASTM
C1021, ASTM C1077, and ASTM C1093.
2. Inspection agency: Comply with requirements of ASTM D3740 and ASTM
E329.
3. Laboratory: Authorized to operate in Commonwealth of Pennsylvania.
4. Laboratory Staff: Maintain a full time registered Engineer on staff to review services.
5. Testing Equipment: Calibrated at reasonable intervals either by NIST or using an
NIST established Measurement Assurance Program, under a laboratory measurement quality assurance program.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION
3.01 CONTROL OF INSTALLATION
A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce Work of specified quality.
B. Comply with manufacturers' instructions, including each step in sequence.
C. Should manufacturers' instructions conflict with Contract Documents, request clarification from Contracting Officer before proceeding.
D. Comply with specified standards as minimum quality for the Work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship.
QUALITY REQUIREMENTS 01 40 00-4
E. Have Work performed by persons qualified to produce required and specified quality.
F. Verify that field measurements are as indicated on shop drawings or as instructed by the manufacturer.
G. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, and disfigurement.
3.02 MOCK-UPS
A. Before installing portions of the Work where mockups are required, construct mockups in location and size indicated for each form of construction and finish required to comply with the following requirements, using materials indicated for the completed Work. The purpose of mock-up is to demonstrate the proposed range of aesthetic effects and workmanship.
B. Accepted mock-ups establish the standard of quality the Contracting Officer will use to judge the Work.
C. Notify Contracting Officer fifteen (15) working days in advance of dates and times when mockups will be constructed.
D. Tests shall be performed under provisions identified in this section and identified in the respective product specification sections.
E. Assemble and erect specified items with specified attachment and anchorage devices, flashings, seals, and finishes.
F. Obtain Contracting Officer's approval of mockups before starting work, fabrication, or construction.
G. Accepted mock-ups shall be a comparison standard for the remaining Work.
H. Where mock-up has been accepted by Contracting Officer and is specified in product specification sections to be removed, protect mock-up throughout construction, remove mock-up and clear area when directed to do so by Contracting Officer.
I. Where possible salvage and recycle the demolished mock-up materials.
3.03 TOLERANCES
A. Monitor fabrication and installation tolerance control of products to produce acceptable Work. Do not permit tolerances to accumulate.
B. Comply with manufacturers' tolerances. Should manufacturers' tolerances conflict with Contract Documents, request clarification from Contracting Officer before proceeding.
QUALITY REQUIREMENTS 01 40 00-5
C. Adjust products to appropriate dimensions; position before securing products in place.
3.04 TESTING AND INSPECTION
A. See individual specification sections for testing required.
B. Testing Agency Duties:
1. Test samples of mixes submitted by Contractor.
2. Provide qualified personnel at site. Cooperate with Contracting Officer and
Contractor in performance of services.
3. Perform specified sampling and testing of products in accordance with specified standards.
4. Ascertain compliance of materials and mixes with requirements of Contract
Documents.
5. Promptly notify Contracting Officer and Contractor of observed irregularities or non-conformance of Work or products.
6. Perform additional tests and inspections required by Contracting Officer.
7. Submit reports of all tests/inspections specified.
C. Limits on Testing/Inspection Agency Authority:
1. Agency may not release, revoke, alter, or enlarge on requirements of Contract
Documents.
2. Agency may not approve or accept any portion of the Work.
3. Agency may not assume any duties of Contractor.
4. Agency has no authority to stop the Work.
D. Contractor Responsibilities:
1. Deliver to agency at designated location, adequate samples of materials proposed to be used that require testing, along with proposed mix designs.
2. Cooperate with laboratory personnel, and provide access to the Work and to manufacturers' facilities.
3. Provide incidental labor and facilities:
a. To provide access to Work to be tested/inspected.
b. To obtain and handle samples at the site or at source of Products to be tested/inspected.
c. To facilitate tests/inspections.
d. To provide storage and curing of test samples.
4. Notify Contracting Officer and laboratory 24 hours prior to expected time for operations requiring testing/inspection services.
5. Employ services of an independent qualified testing laboratory and pay for additional samples, tests, and inspections required by Contractor beyond specified requirements.
6. Arrange with Government's agency and pay for additional samples, tests, and inspections required by Contractor beyond specified requirements.
QUALITY REQUIREMENTS 01 40 00-6
E. Re-testing required because of non-conformance to specified requirements shall be performed by the same agency on instructions by Contracting Officer.
F. Re-testing required because of non-conformance to specified requirements shall be paid for by Contractor.
3.05 MANUFACTURERS' FIELD SERVICES
A. When specified in individual specification sections, require material or product suppliers or manufacturers to provide qualified staff personnel to observe site conditions, conditions of surfaces and installation, quality of workmanship, start-up of equipment, test, adjust and balance of equipment as applicable, and to initiate instructions when necessary.
B. Submit qualifications of observer to Contracting Officer 30 days in advance of required observations.
1. Observer subject to approval of Contracting Officer.
2. Observer subject to approval of Government.
C. Report observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturers' written instructions.
3.06 DEFECT ASSESSMENT
A. Replace Work or portions of the Work not conforming to specified requirements.
B. If, in the opinion of Contracting Officer, it is not practical to remove and replace the
Work, Contracting Officer will direct an appropriate remedy or adjust payment.
TEMPORARY FACILITIES AND CONTROLS 01 50 00-1
SECTION 01 50 00
TEMPORARY FACILITIES AND CONTROLS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Temporary utilities.
B. Temporary telecommunications services.
C. Temporary sanitary facilities.
D. Temporary Controls: Barriers, enclosures, and fencing.
E. Security requirements.
F. Vehicular access and parking.
G. Waste removal facilities and services.
H. Field offices.
1.02 TEMPORARY UTILITIES
A. Provide and pay for all electrical power, lighting, water, heating and cooling, and ventilation required for construction purposes.
B. Existing facilities may not be used.
C. New permanent facilities may be used.
D. Use trigger-operated nozzles for water hoses, to avoid waste of water.
1.03 TELECOMMUNICATIONS SERVICES
A. Provide, maintain, and pay for telecommunications services to field office at time of project mobilization.
B. Telecommunications services shall include:
1. Windows-based personal computer dedicated to project telecommunications, with necessary software and laser printer.
2. Internet Connections: Minimum of one; DSL modem or faster.
3. Email: Account/address reserved for project use.
TEMPORARY FACILITIES AND CONTROLS 01 50 00-2
1.04 TEMPORARY SANITARY FACILITIES
A. Provide and maintain required facilities and enclosures. Provide at time of project mobilization.
B. Use of existing facilities is not permitted.
C. New permanent facilities may not be used during construction operations.
D. Maintain daily in clean and sanitary condition.
1.05 BARRIERS
A. Provide barriers to prevent unauthorized entry to construction areas, to prevent access to areas that could be hazardous to workers or the public, to allow for owner's use of site and to protect existing facilities and adjacent properties from damage from construction operations and demolition.
B. Provide barricades and covered walkways required by governing authorities for public rights-of-way .
C. Provide protection for plants designated to remain. Replace damaged plants.
D. Protect non-owned vehicular traffic, stored materials, site, and structures from damage.
1.06 FENCING
A. Construction: Contractor's option.
1.07 SECURITY
A. Provide security and facilities to protect Work, existing facilities, and Government's operations from unauthorized entry, vandalism, or theft.
B. Coordinate with Government's security program.
1.08 VEHICULAR ACCESS AND PARKING
A. Comply with regulations relating to use of streets and sidewalks, access to emergency facilities, and access for emergency vehicles.
B. Coordinate access and haul routes with governing authorities and Government.
C. Provide and maintain access to fire hydrants, free of obstructions.
D. Provide means of removing mud from vehicle wheels before entering streets.
TEMPORARY FACILITIES AND CONTROLS 01 50 00-3
E. Provide temporary parking areas to accommodate construction personnel. When site space is not adequate, provide additional off-site parking.
F. Do not allow vehicle parking on existing pavement.
1.09 WASTE REMOVAL
A. See Section 01 74 19 - Construction Waste Management and Disposal, for additional requirements.
B. Provide waste removal facilities and services as required to maintain the site in clean and orderly condition.
C. Provide containers with lids. Remove trash from site periodically.
D. If materials to be recycled or re-used on the project must be stored on-site, provide suitable non-combustible containers; locate containers holding flammable material outside the structure unless otherwise approved by the authorities having jurisdiction.
E. Open free-fall chutes are not permitted. Terminate closed chutes into appropriate containers with lids.
1.10 FIELD OFFICES
A. Office: Weathertight, with lighting, electrical outlets, heating, cooling equipment, and equipped with sturdy furniture, drawing rack and drawing display table.
B. Provide space for Project meetings, with table and chairs to accommodate 6 persons.
C. Locate offices a minimum distance of 30 feet from existing and new structures.
1.11 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS
A. Remove temporary utilities, equipment, facilities, materials, prior to Substantial
Completion inspection.
B. Remove underground installations to a minimum depth of 2 feet. Grade site as indicated.
C. Clean and repair damage caused by installation or use of temporary work.
D. Restore new permanent facilities used during construction to specified condition.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
INDOOR AIR QUALITY CONTROLS 01 57 21-1
SECTION 01 57 21
INDOOR AIR QUALITY CONTROLS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Construction procedures to promote adequate indoor air quality after construction.
B. Building flush-out after construction and before occupancy.
C. Testing indoor air quality after completion of construction.
1.02 PROJECT GOALS
A. Dust and Airborne Particulates: Prevent deposition of dust and other particulates in
HVAC ducts and equipment.
1. Cleaning of ductwork is not contemplated under this Contract.
2. Contractor shall bear the cost of cleaning required due to failure to protect ducts and equipment from construction dust.
B. Airborne Contaminants: Procedures and products have been specified to minimize indoor air pollutants.
1. Furnish products meeting the specifications.
2. Avoid construction practices that could result in contamination of installed products leading to indoor air pollution.
1.03 REFERENCE STANDARDS
A. ASHRAE Std 52.2 - Method of Testing General Ventilation Air-Cleaning Devices for
Removal Efficiency by Particle Size; 2012.
B. ASTM D5197 - Standard Test Method for Determination…
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