AG-3604-S-14-0011_Specifications.pdf

SPECIFICATIONS

FOR

USDA FOREST SERVICE

HOUGHTON FSL LAB & SHOP RENOVATION

HOUGHTON, MICHIGAN

Prepared by:

U.P. ENGINEERS & ARCHITECTS, INC.

100 Portage Street

Houghton, MI 49931

U23-12403

January 10, 2013 Amended February 15, 2013 Amended February 16, 2014

[U23-12403]

DOCUMENT 00 01 10

TABLE OF CONTENTS

Section Title

INTRODUCTORY INFORMATION

00 01 10 Table of Contents

DIVISION 01 - GENERAL REQUIREMENTS

01100 Summary 01300 Administrative Requirements 01330 Submittal Procedures 01400 Quality Requirements 01500 Temporary Facilities And Controls 01600 Product Requirements 01700 Execution Requirements 017419 Construction Waste Management And Disposal

DIVISION 02 – EXISTING CONDITIONS

02 41 19 Selective Structure Demolition

DIVISION 03 - CONCRETE

03 10 00 Concrete Forming and Accessories 03 20 00 Concrete Reinforcing 03 30 00 Cast-In-Place Concrete 03 35 00 Concrete Finishing 03 39 00 Concrete Curing

DIVISION 04 - MASONRY

04 05 03 Masonry Mortaring and Grouting 04 20 16 Reinforced Unit Masonry

DIVISION 05 - METALS

05 12 00 Structural Steel Framing 05 31 13 Steel Floor Decking 05 50 00 Metal Fabrications 05 51 00 Metal Stairs 05 52 00 Metal Railings

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 41 00 Architectural Wood Casework

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 90 00 Joint Protection

DIVISION 08 - OPENINGS

08 12 14 Standard Steel Frames 08 13 14 Standard Steel Doors 08 14 16 Flush Wood Doors

Table of Contents 00 01 10 - 1

08 38 13 Flexible Strip Door 08 71 00 Door Hardware

DIVISION 09 - FINISHES

09 21 16 Gypsum Board Assemblies 09 65 00 Resilient Flooring 09 90 00 Painting and Coating

DIVISION 11 - EQUIPMENT

11 53 00 Laboratory Equipment

DIVISION 22 - PLUMBING

22 07 00 Plumbing Insulation 22 11 00 Facility Water Distribution 22 13 00 Facility Sanitary Sewerage 22 40 00 Plumbing Fixtures

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

23 05 29 Hangers and Supports for HVAC Piping and Equipment 23 07 00 HVAC Insulation 23 21 13 Hydronic Piping 23 31 00 HVAC Ducts and Casings 23 34 00 HVAC Fans 23 82 00 Convection Heating Units

DIVISION 26 - ELECTRICAL

26 05 00 General Electrical Requirements 26 05 02 Minor Electrical Demolition 26 05 03 Equipment Wiring Connections 26 05 19 Low-Voltage Electrical Power Conductors and Cables 26 05 26 Grounding and Bonding for Electrical Systems 26 05 29 Hangers and Supports for Electrical Systems 26 05 33 Raceway and Boxes for Electrical Systems 26 05 53 Identification for Electrical Systems 26 09 23 Lighting Control Devices 26 24 16 Panelboards 26 27 26 Wiring Devices 26 28 13 Fuses 26 28 19 Enclosed Switches 26 28 23 Enclosed Circuit Breakers 26 32 00 Packaged Generator Assemblies 26 51 00 Interior Lighting

DIVISION 27 - COMMUNICATIONS

27 05 36 Flextray Wire Basket Support Systems 27 05 53 Identification for Communications Systems 27 13 43 Telecommunications Cabling and Equipment

DIVISION 31 - EARTHWORK

31 05 13 Soils for Earthwork 31 05 16 Aggregates for Earthwork

00 01 10 - 2

31 22 13 Rough Grading 31 23 16 Excavation 31 23 17 Trenching 31 23 19 Dewatering 31 23 23 Fill 31 25 13 Erosion Controls

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 23 Aggregate Base Courses 32 12 16 Asphalt Paving 32 13 13 Concrete Paving 32 17 23 Pavement Markings 32 91 13 Soil Preparation 32 91 19 Landscape Grading 32 92 19 Seeding

DIVISION 33 - UTILITIES

33 05 13 Manholes and Structures 33 41 00 Storm Utility Drainage Piping

END OF SECTION

00 01 10 - 3

SPECTEXT® 2000, Copyright 2000 Revised 01/2000 The Construction Sciences Research Foundation

SECTION 01100

SUMMARY

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Contract description.

B. Contractor's use of site and premises.

C. Owner occupancy.

1.2 CONTRACT DESCRIPTION

A. Work of the Project Base Bid includes:

1. Remodeling of interior spaces in the office/lab.

2. Remodeling of the interior spaces in the shop building.

3. Site work to add parking and correct drainage issues.

B. Additive-Alternatives:

Add-Alt 1: Elimination of six feet of cabinetry and installation of a fume hood, exhaust fan, make-up air unit, ductwork, gas lines, electrical, and ancillary work as shown on the drawings.

Add-Alt 2: Provision of a standby generator.

Add-Alt 3: Price increase to schedule the work such that the shop space remodel has been sufficiently completed and available to be occupied before demolition of the office lab space begins.

C. List of Salvaged Equipment. Government will remove all tools and equipment from rooms to be renovated. Unless noted otherwise, Contractor shall remove and dispose of all remaining furnishings and equipment as shown on drawings.

Contractor is responsible for relocating or returning to the Government the following equipment:

1. Autoclave: from shop to room 118.

2. C1/A101, C1/P101, A4/P201: Owner provided stainless steel sink and fixtures as indicated are located in room S104.

3. Growth chambers to be relocated in room S105 as shown on details A4 &

A5/A101.

4. Drying room to be relocated as shown on details A4 & A5/A101.

5. Image Analysis Lab Room 121. Remove and return to Government: base cabinets and markerboard as shown on C4/A102.

6. General Lab Room 116. As shown on C4/A102: Remove and return to

Government base and wall cabinets and table. Relocate emergency wash station within room 116. Existing base and wall cabinets to remain otherwise.

Flammable storage cabinet to be relocated within room 116.

Summary 01100 - 1

1.3 CONTRACTOR'S USE OF SITE AND PREMISES

A. Limit use of site and premises to allow:

1. Owner occupancy.

2. Access to employee and visitor parking.

B. There are suitable locations on Government controlled property for parking and storage of Contractor vehicles and equipment. Coordinate with Government.

C. Contractor shall protect, to the extent possible, surrounding site features including but not limited to: pavement and landscaping.

D. Time Restrictions for Performing Work: Building hours of operation is Monday-Friday, 08:00 to 16:30. Coordinate with Government work outside these hours.

E. Safety, Health & Security Plan: Prior to commencement of work, Contractor shall submit for Government approval, a plan to facilitate the work in a safe and secure manner, protecting Government and Contractor employees from construction operations and the security of the building and its occupants.

1.4 OWNER OCCUPANCY

A. The Government will occupy the facility during the entire period of construction.

Government will vacate spaces under construction prior to commencement of work.

B. Entrances shall be accessible during construction, except during those times when construction poses a safety risk.

C. Coordinate obstruction of exits and exit corridors with the Government to ensure adequate evacuation routes are available.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

Not Used.

Summary 01100 - 2

Administrative Requirements

01300 - 1

SECTION 01300

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Coordination and project conditions.

B. Field engineering.

C. Preconstruction meeting.

D. Progress meetings.

E. Pre-installation meetings.

F. Cutting and patching.

G. Special procedures.

1.2 COORDINATION AND PROJECT CONDITIONS

A. Coordinate scheduling, submittals, and Work of various sections of Project Manual to ensure efficient and orderly sequence of installation of interdependent construction elements.

B. Verify utility requirements and characteristics of operating equipment are compatible with building utilities. Coordinate work of various sections having interdependent responsibilities for installing, connecting to, and placing in service, operating equipment.

C. Coordinate space requirements, supports, and installation of mechanical and electrical work indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduit, as closely as practicable; place runs parallel with lines of building. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs.

D. In finished areas except as otherwise indicated, conceal pipes, ducts, and wiring within construction. Coordinate locations of fixtures and outlets with finish elements.

E. Government’s activities will occur in areas surrounding the project locations. Coordinate all work with Government to ensure minimum interference with Government’s activities.

1.3 FIELD ENGINEERING

A. Employ Land Surveyor registered in the State of Michigan.

B. Control datum for survey is that shown on Drawings.

01300 - 2

C. Verify set-backs and easements; confirm drawing dimensions and elevations.

D. Provide field engineering services. Establish elevations, lines, and levels, utilizing recognized engineering survey practices.

E. Maintain complete and accurate log of control and survey work as Work progresses.

F. Update existing survey as necessary to reflect new conditions. Upon project completion, provide an updated hard copy site plan including constructed features and an electronic site compatible with AutoCAD, and an electronic file containing the survey data points taken.

1.4 PRECONSTRUCTION MEETING

A. Government will schedule meeting after Notice of Award.

B. Attendance Required: Government, Contractor and Subcontractors as appropriate.

C. Agenda:

1. Execution of Owner-Contractor Agreement.

2. Submission of executed bonds and insurance certificates.

3. Distribution of Contract Documents.

4. Submission of list of Subcontractors, list of products, schedule of values, and progress schedule.

5. Designation of personnel representing parties in Contract.

6. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders, and Contract closeout procedures.

7. Scheduling.

8. Use of premises by Government and Contractor.

9. Construction facilities and controls provided by Government.

10. Temporary utilities provided by Government.

11. Security and housekeeping procedures.

12. Procedures for maintaining record documents.

1.5 PROGRESS MEETINGS

A. Schedule and administer meetings throughout progress of the Work at maximum bi-monthly intervals.

B. Make arrangements for meetings, prepare agenda with copies for participants, preside at meetings.

C. Attendance Required: Job superintendent, major subcontractors and suppliers, Government, as appropriate to agenda topics for each meeting.

D. Agenda:

1. Review minutes of previous meetings.

2. Review of Work progress.

3. Field observations, problems, and decisions.

4. Identification of problems impeding planned progress.

01300 - 3

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. Coordination of projected progress.

11. Maintenance of quality and work standards.

12. Effect of proposed changes on progress schedule and coordination.

13. Other business relating to Work.

E. Record minutes and distribute copies within two days after meeting to participants.

1.6 PREINSTALLATION MEETING

A. When required in individual specification sections, convene pre-installation meeting at project site prior to commencing work of specific section.

B. Require attendance of parties directly affecting, or affected by, work of specific section.

C. Notify Government four days in advance of meeting date.

D. Prepare agenda and preside at meeting:

1. Review conditions of installation, preparation and installation procedures.

2. Review coordination with related work.

E. Record minutes and distribute copies within two days after meeting to participants.

PART 2 PRODUCTS

2.1 NOT USED

PART 3 EXECUTION

3.1 CUTTING AND PATCHING

A. Employ skilled and experienced installer to perform cutting and patching.

B. Submit written request in advance of cutting or altering elements affecting:

1. Structural integrity of element.

2. Integrity of weather-exposed or moisture-resistant elements.

3. Efficiency, maintenance, or safety of element.

4. Visual qualities of sight exposed elements.

C. Execute cutting, fitting, and patching including excavation and fill, to complete Work, and to:

1. Fit the several parts together, to integrate with other Work.

2. Uncover Work to install or correct ill-timed Work.

3. Remove and replace defective and non-conforming Work.

4. Remove samples of installed Work for testing.

01300 - 4

5. Provide openings in elements of Work for penetrations of mechanical and electrical Work.

D. Execute work by methods to avoid damage to other Work, and to provide proper surfaces to receive patching and finishing.

E. Cut masonry and concrete materials using masonry saw or core drill.

F. Restore Work with new products in accordance with requirements of Contract

Documents.

G. Fit Work tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces.

H. Maintain integrity of wall, ceiling, or floor construction; completely seal voids.

I. At penetrations of fire rated walls, partitions, ceiling, or floor construction, completely seal voids with fire rated material of penetrated element.

J. Refinish surfaces to match adjacent finishes. For continuous surfaces, refinish to nearest intersection; for assembly, refinish entire unit.

K. Identify hazardous substances or conditions exposed during the Work to Government for decision or remedy.

3.2 SPECIAL PROCEDURES

A. Materials: As specified in product sections; match existing with new products and salvaged products for patching and extending work.

B. Employ skilled and experienced installer to perform alteration work.

C. Cut, move, or remove items as necessary for access to alterations and renovation Work.

Replace and restore at completion.

D. Remove unsuitable material not marked for salvage, including rotted wood, corroded metals, and deteriorated masonry and concrete. Replace materials as specified for finished Work.

E. Remove debris and abandoned items from area and from concealed spaces.

F. Prepare surface and remove surface finishes to permit installation of new work and finishes.

G. Close openings in exterior surfaces to protect existing work from weather and extremes of temperature and humidity.

H. Remove, cut, and patch Work in manner to minimize damage and to permit restoring products and finishes to original condition.

I. Where new Work abuts or aligns with existing, provide smooth and even transition.

Patch Work to match existing adjacent Work in texture and appearance.

01300 - 5

J. When finished surfaces are cut so that smooth transition with new Work is not possible, terminate existing surface along straight line at natural line of division and submit recommendation to Government for review.

K. Where change of plane of 1/4 or more occurs, submit recommendation for providing smooth transition; to Government for review.

L. Trim existing doors to clear new floor finish.

M. Refinish trim to original condition.

N. Patch or replace portions of existing surfaces which are damaged, lifted, discolored, or showing other imperfections.

O. Finish surfaces as specified in individual product sections.

Submittal Procedures

01330 - 1

SECTION 01330

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Submittal procedures.

B. Construction progress schedules.

C. Proposed products list.

D. Product data.

E. Shop drawings.

F. Samples.

G. Design data.

H. Test reports.

I. Certificates.

J. Manufacturer's instructions.

K. Manufacturer's field reports.

1.2 SUBMITTAL PROCEDURES

A. Transmit each submittal with Government accepted form.

B. Sequentially number transmittal forms. Mark revised submittals with original number and sequential alphabetic suffix.

C. Identify Project, Contractor, subcontractor and supplier; pertinent drawing and detail number, and specification section number, appropriate to submittal.

D. 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 requirements of the Work and Contract Documents.

E. Schedule submittals to expedite Project, and deliver to Government electronically.

F. For each submittal for review, allow 15 days excluding delivery time to and from

Contractor.

G. Identify variations from Contract Documents and product or system limitations which may be detrimental to successful performance of completed Work.

01330 - 2

H. Allow space on submittals for Contractor and Government review stamps.

I. When revised for resubmission, identify changes made since previous submission.

J. Distribute copies of reviewed submittals as appropriate. Instruct parties to promptly report inability to comply with requirements.

K. Submittals not requested will not be recognized or processed.

1.3 CONSTRUCTION PROGRESS SCHEDULES

A. Submit initial schedules within 20 days after date established in Notice to Proceed.

B. Submit revised Progress Schedules with each Application for Payment.

C. Submit computer generated horizontal bar chart with separate line for each major portion of Work or operation identifying first work day of each week.

D. Indicate estimated percentage of completion for each item of Work at each submission.

E. Revisions To Schedules:

1. Indicate progress of each activity to date of submittal, and projected completion date of each activity.

2. Identify activities modified since previous submittal, major changes in scope, and other identifiable changes.

3. Prepare narrative report to define problem areas, anticipated delays, and impact on Schedule. Report corrective action taken, or proposed.

1.4 PROPOSED PRODUCTS LIST

A. Within 20 days after date of Notice to Proceed, submit list of major products proposed for use, with name of manufacturer, trade name, and model number of each product.

B. For products specified only by reference standards, give manufacturer, trade name, model or catalog designation, and reference standards.

1.5 PRODUCT DATA

A. Product Data: Submit to Government for review for limited purpose of checking for conformance with information given and design concept expressed in Contract

Documents. Provide copies and distribute in accordance with SUBMITTAL

PROCEDURES article and for record documents purposes described in Section 01700.

B. Mark each copy to identify applicable products, models, options, and other data.

Supplement manufacturers' standard data to provide information specific to this Project.

C. Indicate product utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances.

D. After review distribute in accordance with Submittal Procedures article above and provide copies for record documents described in Section 01700.

01330 - 3

1.6 SHOP DRAWINGS

A. Shop Drawings: Submit to Government for review for limited purpose of checking for conformance with information given and design concept expressed in Contract

Documents. Produce copies and distribute in accordance with SUBMITTAL

PROCEDURES article and for record documents purposes described in Section 01700.

B. Indicate special utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances.

1.7 SAMPLES

A. Samples: Submit to Government for review for limited purpose of checking for conformance with information given and design concept expressed in Contract

Documents. Produce duplicates and distribute in accordance with SUBMITTAL

PROCEDURES article and for record documents purposes described in Section 01700.

Submit one copy to Government’s Contracting Officer’s Representative (COR) and one copy to designated Inspector.

B. Samples For Selection as Specified in Product Sections:

1. Submit to Government for aesthetic, color, or finish selection.

2. Submit samples of finishes from full range of manufacturers' standard colors, textures, and patterns for Government selection.

3. After review, produce duplicates and distribute in accordance with SUBMITTAL

PROCEDURES article and for record documents purposes described in Section

01700.

C. Submit samples to illustrate functional and aesthetic characteristics of Products, with integral parts and attachment devices. Coordinate sample submittals for interfacing work.

D. Include identification on each sample, with full Project information.

E. Submit number of samples specified in individual specification sections; Government will retain two samples.

F. Reviewed samples which may be used in the Work are indicated in individual specification sections.

G. Samples will not be used for testing purposes unless specifically stated in specification section.

1.8 DESIGN DATA

A. Submit to Government for information for limited purpose of assessing conformance with information given and design concept expressed in Contract Documents.

1.9 TEST REPORTS

A. Submit test reports to Government for information for limited purpose of assessing conformance with information given and design concept expressed in Contract

Documents.

01330 - 4

1.10 CERTIFICATES

A. When specified in individual specification sections, submit certification by manufacturer, installation/application subcontractor, or Contractor to Government, in quantities specified for Product Data.

B. Indicate material or product conforms to or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate.

C. Certificates may be recent or previous test results on material or Product, but must be acceptable to Government.

1.11 MANUFACTURER'S INSTRUCTIONS

A. When specified in individual specification sections, submit printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, to Government in quantities specified for Product Data.

B. Indicate special procedures, perimeter conditions requiring special attention, and special environmental criteria required for application or installation.

1.12 MANUFACTURER'S FIELD REPORTS

A. Submit for information for limited purpose of assessing conformance with information given and design concept expressed in Contract Documents.

PART 2 PRODUCTS

Not Used.

PART 3 PART EXECUTION

Temporary Facilities And Controls

01500 - 1

SECTION 01500

TEMPORARY FACILITIES AND CONTROLS

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Temporary Utilities:

1. Electricity.

2. Tele/Fax/Copy/Computer network service.

3. Water service.

4. Temporary sanitary facilities.

B. Construction Facilities:

1. Field offices and sheds.

2. Vehicular access.

3. Parking.

4. Progress cleaning and waste removal.

C. Temporary Controls:

1. Security.

D. Removal of utilities, facilities, and controls.

1.2 ELECTRICITY

A. Contractor may use existing electrical power at the site to conduct the work inside the building.

B. Should Contractor need to power additional equipment outside the building, i.e., field offices and sheds, Contractor may utilize Governments existing power service. Provide separate metering and pay utility company directly for cost of energy used. Coordinate with Government for existing power source. Do not disrupt Government’s use of service.

1.3 TELEPHONE/FACSIMILE/COPY MACHINE/COMPUTER NETWORK SERVICE

A. Contractor shall not use Government services.

1.4 WATER SERVICE

A. Contractor may use existing water facilities at the site. Exercise measures to conserve water. Extend and supplement with temporary devices as needed to maintain specified conditions for construction operations.

1.5 TEMPORARY SANITARY FACILITIES

A. Provide and maintain required facilities and enclosures. Existing facility use is not permitted. Provide facilities at time of project mobilization.

01500 - 2

1.6 FIELD OFFICES AND SHEDS

A. Sufficient space will be made available in the Shop building for Contractor use.

1.7 VEHICULAR ACCESS

A. Location approved by Government.

B. Provide unimpeded access for emergency vehicles.

C. Provide and maintain access to fire hydrants and control valves free of obstructions.

D. Provide means of removing mud from vehicle wheels before entering streets.

1.8 PARKING

A. Use of designated areas of existing parking facilities by construction personnel is permitted. Coordinate with Government.

1.9 PROGRESS CLEANING AND WASTE REMOVAL

A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in clean and orderly condition.

B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed or remote spaces, prior to enclosing spaces.

C. Broom and vacuum clean interior areas prior to start of surface finishing, and continue cleaning to eliminate dust.

D. Collect and remove waste materials, debris, and rubbish from site periodically and dispose off-site.

1.10 SECURITY

A. Security Program:

1. Protect Work, existing premises and Owner's operations from theft, vandalism, and unauthorized entry.

2. Initiate program in coordination with Government's existing security system at project mobilization.

3. Maintain program throughout construction period until directed by Government.

B. Entry Control:

1. Restrict entrance of persons and vehicles into Project site and existing facilities.

2. Allow entrance only to authorized persons with proper identification.

C. Personnel Identification:

1. Coordinate identification of Contractor personnel with Government.

2. Maintain a current list of accredited persons, available for review by Government upon request.

01500 - 3

1.11 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS

A. Remove temporary utilities, equipment, facilities, materials, prior to Final Application for

Payment.

B. Clean and repair damage caused by installation or use of temporary work.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

Product Requirements

01600 - 1

SECTION 01600

PRODUCT REQUIREMENTS

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Products.

B. Product delivery requirements.

C. Product storage and handling requirements.

D. Product options.

E. Product substitution procedures.

1.2 PRODUCTS

A. Furnish products of qualified manufacturers suitable for intended use. Furnish products of each type by single manufacturer unless specified otherwise.

B. Do not use materials and equipment removed from existing premises, except as specifically permitted by Contract Documents.

C. Furnish interchangeable components from same manufacturer for components being replaced.

1.3 PRODUCT DELIVERY REQUIREMENTS

A. Transport and handle products in accordance with manufacturer's instructions.

B. Promptly inspect shipments to ensure products comply with requirements, quantities are correct, and products are undamaged.

C. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement, or damage.

1.4 PRODUCT STORAGE AND HANDLING REQUIREMENTS

A. Store and protect products in accordance with manufacturers' instructions.

B. Store with seals and labels intact and legible.

C. Store sensitive products in weather tight, climate controlled, enclosures in an environment favorable to product.

D. For exterior storage of fabricated products, place on sloped supports above ground.

01600 - 2

E. Provide off-site storage and protection when site does not permit on-site storage or protection.

F. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to prevent condensation and degradation of products.

G. Store loose granular materials on solid flat surfaces in well-drained area. Prevent mixing with foreign matter.

H. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or damage.

I. Arrange storage of products to permit access for inspection. Periodically inspect to verify products are undamaged and are maintained in acceptable condition.

1.5 PRODUCT OPTIONS

A. Products Specified by Reference Standards or by Description Only: Any product meeting those standards or description.

B. Products Specified by Naming One or More Manufacturers: products of one of manufacturers named and meeting specifications, no options or substitutions allowed.

C. Products Specified by Naming One or More Manufacturers with Provision for

Substitutions: Submit request for substitution for any manufacturer not named in accordance with the following article.

1.6 PRODUCT SUBSTITUTION PROCEDURES

A. Government will consider requests for Substitutions only within 15 days after date of

Government-Contractor agreement.

B. Substitutions may be considered when a product becomes unavailable through no fault of

Contractor.

C. Document each request with complete data substantiating compliance of proposed

Substitution with Contract Documents.

D. A request constitutes a representation that Contractor:

1. Has investigated proposed product and determined that it meets or exceeds quality level of specified product.

2. Will provide same warranty for Substitution as for specified product.

3. Will coordinate installation and make changes to other Work which may be required for the Work to be complete with no additional cost to the Government.

4. Waives claims for additional costs or time extension which may subsequently become apparent.

5. Will reimburse Government for review or redesign services associated with re-approval by authorities having jurisdiction.

01600 - 3

E. Substitutions will not be considered when they are indicated or implied on Shop Drawing or Product Data submittals, without separate written request, or when acceptance will require revision to Contract Documents.

F. Substitution Submittal Procedure:

1. Submit three copies of request for Substitution for consideration. Limit each request to one proposed Substitution.

2. Submit Shop Drawings, Product Data, and certified test results attesting to proposed product equivalence. Burden of proof is on proposer.

3. Government will notify Contractor in writing of decision to accept or reject request.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

Execution Requirements

01700 - 1

SECTION 01700

EXECUTION REQUIREMENTS

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Closeout procedures.

B. Final cleaning.

C. Starting of systems.

D. Demonstration and instructions.

E. Testing, adjusting and balancing.

F. Protecting installed construction.

G. Project record documents.

H. Operation and maintenance data.

I. Spare parts and maintenance products.

J. Product warranties and product bonds.

K. Maintenance service.

1.2 CLOSEOUT PROCEDURES

A. Submit final Application for Payment identifying total adjusted Contract Sum, previous payments, and sum remaining due.

1.3 FINAL CLEANING

A. Execute final cleaning prior to final project assessment.

B. Clean interior and exterior glass, surfaces exposed to view; remove temporary labels, stains and foreign substances, polish transparent and glossy surfaces, vacuum carpeted and soft surfaces.

C. Clean equipment and fixtures to sanitary condition with cleaning materials appropriate to surface and material being cleaned.

D. Clean debris from roofs, gutters, downspouts, and drainage systems.

E. Clean site; sweep paved areas, rake clean landscaped surfaces.

F. Remove waste and surplus materials, rubbish, and construction facilities from site.

01700 - 2

1.4 STARTING OF SYSTEMS

A. Coordinate schedule for start-up of various equipment and systems.

B. Notify Government seven days prior to start-up of each item.

C. Verify each piece of equipment or system has been checked for proper lubrication, drive rotation, belt tension, control sequence, and for conditions which may cause damage.

D. Verify tests, meter readings, and specified electrical characteristics agree with those required by equipment or system manufacturer.

E. Verify wiring and support components for equipment are complete and tested.

F. Execute start-up under supervision of applicable Contractors' personnel in accordance with manufacturers' instructions.

G. When specified in individual specification Sections, require manufacturer to provide authorized representative to be present at site to inspect, check, and approve equipment or system installation prior to start-up, and to supervise placing equipment or system in operation.

1.5 DEMONSTRATION AND INSTRUCTIONS

A. Demonstrate operation and maintenance of products to Government's personnel prior to date of final inspection.

B. Utilize operation and maintenance manuals as basis for instruction. Review contents of manual with Government's personnel in detail to explain all aspects of operation and maintenance.

C. Demonstrate start-up, operation, control, adjustment, trouble-shooting, servicing, maintenance, and shutdown of each item of equipment at scheduled time at equipment location.

D. Prepare and insert additional data in operations and maintenance manuals when need for additional data becomes apparent during instruction.

E. Required instruction time for each item of equipment and system is specified in individual sections.

1.6 TESTING, ADJUSTING AND BALANCING

A. Contractor shall engage the services of an independent firm to perform services identified in the individual sections.

B. Reports will be submitted by independent firm to Government indicating observations and results of tests and indicating compliance or non-compliance with requirements of

Contract Documents.

01700 - 3

1.7 PROTECTING INSTALLED CONSTRUCTION

A. Protect installed Work and provide special protection where specified in individual specification sections.

B. Provide temporary and removable protection for installed products. Control activity in immediate work area to prevent damage.

C. Provide protective coverings at walls, projections, jambs, sills, and soffits of openings.

D. Protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage, or movement of heavy objects, by protecting with durable sheet materials.

E. Prohibit traffic or storage upon waterproofed or roofed surfaces. When traffic or activity is necessary, obtain recommendations for protection from waterproofing or roofing material manufacturer.

F. Prohibit traffic from landscaped areas.

1.8 PROJECT RECORD DOCUMENTS

A. Maintain on site one set of the following record documents; record actual revisions to the

Work:

1. Drawings.

2. Specifications.

3. Addenda.

4. Change Orders and other modifications to the Contract.

5. Reviewed Shop Drawings, Product Data, and Samples.

6. Manufacturer's instruction for assembly, installation, and adjusting.

B. Ensure entries are complete and accurate, enabling future reference by Government.

C. Store record documents separate from documents used for construction.

D. Record information concurrent with construction progress, not less than weekly.

E. Specifications: Legibly mark and record at each product section description of actual products installed, including the following:

1. Manufacturer's name and product model and number.

2. Product substitutions or alternates utilized.

3. Changes made by Addenda and modifications.

F. Record Drawings and Shop Drawings: Legibly mark each item to record actual construction including:

1. Field changes of dimension and detail.

2. Details not on original Contract drawings.

G. Submit documents to Government prior to submitting final Application for Payment.

01700 - 4

1.9 OPERATION AND MAINTENANCE DATA

A. Submit data bound in 8-1/2 x 11 inch text pages, three D side ring binders with durable plastic covers.

B. Prepare binder cover with printed title "OPERATION AND MAINTENANCE

INSTRUCTIONS", title of project, and subject matter of binder when multiple binders are required.

C. Internally subdivide binder contents with permanent page dividers, logically organized as described below; with tab titling clearly printed under reinforced laminated plastic tabs.

D. Contents: Prepare Table of Contents for each volume, with each product or system description identified, typed on white paper, in three parts as follows:

1. Part 1: Directory, listing names, addresses, and telephone numbers of

Government, Contractor, Subcontractors, and major equipment suppliers.

2. Part 2: Operation and maintenance instructions arranged by system and subdivided by specification section. For each category, identify names, addresses, and telephone numbers of Subcontractors and suppliers. Identify the following:

a. Significant design criteria.

b. List of equipment.

c. Parts list for each component.

d. Operating instructions.

e. Maintenance instructions for equipment and systems.

f. Maintenance instructions for [special] finishes, including recommended cleaning methods and materials, and special precautions identifying detrimental agents.

3. Part 3: Project documents and certificates, including the following:

a. Shop drawings and product data.

b. Air and water balance reports.

c. Certificates.

d. Originals of warranties.

1.10 SPARE PARTS AND MAINTENANCE PRODUCTS

A. Furnish spare parts, maintenance, and extra products in quantities specified in individual specification sections.

B. Deliver to Project site and place in location as directed by Government; obtain receipt prior to final payment.

1.11 PRODUCT WARRANTIES AND PRODUCT BONDS

A. Obtain warranties and bonds executed in duplicate by responsible subcontractors, suppliers, and manufacturers.

B. Execute and assemble transferable warranty documents and bonds from subcontractors, suppliers, and manufacturers.

C. Submit prior to final Application for Payment.

01700 - 5

1.12 MAINTENANCE SERVICE

A. Furnish service and maintenance of components indicated in specification sections for one year from date of Substantial Completion.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 017419 - 1 -

SECTION 017419 – CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

PART 1 – GENERAL

1.1 SUMMARY

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

1. Salvaging nonhazardous demolition and construction waste.

2. Recycling nonhazardous demolition and construction waste.

3. Disposing of nonhazardous demolition and construction waste.

1.2 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.

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

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

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

1.3 PERFORMANCE GOALS

A. Salvage/Recycle Goals: Government’s goal is to salvage and recycle as much nonhazardous demolition and construction waste as possible.

1.4 SUBMITTALS

A. Waste Management Plan: Submit plan within 15 days of the date established for the

Notice to Proceed.

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

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

CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 017419 - 2 -

D. 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.

E. 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.

1.5 WASTE MANAGEMENT PLAN

A. General: Develop plan consisting of waste identification and waste reduction work plan. 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 and construction waste generated by the Work. Include estimated quantities and assumptions for estimates.

PART 2 – PRODUCTS (Not Used)

PART 3 – EXECUTION

3.1 PLAN IMPLEMENTATION

A. General: Implement waste management plan as approved by Government. Provide handling, containers, storage, signage, transportation, and other items as required to implement waste management plan during the entire duration of the Contract.

END OF SECTION 017419

DIVISION 02

EXISTING CONDITIONS

02 41 19 Selective Structure Demolition

Selective Structure Demolition 02 41 19 - 1

SECTION 02 41 19

SELECTIVE STRUCTURE DEMOLITION

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes:

1. Relocating designated building equipment and fixtures.

2. Demolishing designated construction.

3. Cutting and alterations for completion of the Work.

4. Removing designated items for reuse and Owner’s retention.

5. Protecting items designated to remain.

6. Removing demolished materials.

1.2 CLOSEOUT SUBMITTALS

A. Section 01 70 00 - Execution and Closeout Requirements: Requirements for submittals.

B. Project Record Documents: Accurately record actual locations of capped utilities, concealed utilities discovered during demolition, and subsurface obstructions.

1.3 QUALITY ASSURANCE

A. Conform to applicable code for demolition work, dust control, and products requiring electrical disconnection and re-connection.

B. Conform to applicable code for procedures when hazardous or contaminated materials are discovered.

C. Obtain required permits from authorities having jurisdiction.

1.4 SCHEDULING

A. Schedule Work to coincide with new construction. and owner’s operations.

B. Cooperate with Owner in scheduling noisy operations and waste removal that may impact Owners operation in adjoining spaces.

C. Coordinate utility and building service interruptions with Owner.

1. Do not disable or disrupt building fire or life safety systems without three days prior written notice to Owner.

2. Schedule tie-ins to existing systems to minimize disruption.

3. Coordinate Work to ensure alarm systems, emergency lighting, exit signs and other life safety systems remain in full operation in occupied areas.

02 41 19 - 2

1.5 PROJECT CONDITIONS

A. Conduct demolition to minimize interference with adjacent and occupied building areas.

B. Cease operations immediately if structure appears to be in danger and notify Architect/Engineer.

Do not resume operations until directed.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

3.1 PREPARATION

A. Notify affected utility companies before starting work and comply with their requirements.

B. Mark location and termination of utilities.

C. Erect and maintain temporary barriers and similar measures for protection of the public, Owner, and existing improvements indicated to remain.

D. Erect and maintain weatherproof closures for exterior openings.

E. Erect and maintain temporary partitions to prevent spread of dust, odors, and noise to permit continued Owner occupancy.

F. Prevent movement of structure; provide temporary bracing and shoring required to ensure safety of existing structure.

G. Provide appropriate temporary signage including signage for exit or building egress.

H. Do not close or obstruct building egress path.

I. Do not disable or disrupt building fire or life safety systems without 3 days prior written notice to Owner.

3.2 SALVAGE REQUIREMENTS

A. Coordinate with Owner to identify building components and equipment required to be removed and delivered to Owner.

B. Tag components and equipment Owner designates for salvage.

C. Protect designated salvage items from demolition operations until items can be removed.

D. Carefully remove building components and equipment indicated to be salvaged.

02 41 19 - 3

E. Disassemble as required to permit removal from building.

F. Package small and loose parts to avoid loss.

G. Mark equipment and packaged parts to permit identification and consolidation of components of each salvaged item.

H. Prepare assembly instructions consistent with disassembled parts. Package assembly instructions in protective envelope and securely attach to each disassembled salvaged item.

I. Deliver salvaged items to Owner. Obtain signed receipt from Owner.

3.3 DEMOLITION

A. Conduct demolition to minimize interference with adjacent and occupied building areas.

B. Maintain protected egress from and access to adjacent existing buildings at all times.

C. Cease operations immediately when structure appears to be in danger and notify Architect.

D. Disconnect and remove utilities within demolition areas.

E. Cap and identify abandoned utilities at termination points when utility is not completely removed.

Annotate Record Drawings indicating location and type of service for capped utilities remaining after demolition.

F. Demolish in orderly and careful manner. Protect existing improvements and supporting structural members.

G. Carefully remove building components indicated to be reused.

1. Disassemble components as required to permit removal.

2. Package small and loose parts to avoid loss.

3. Mark components and packaged parts to permit reinstallation.

4. Store components, protected from construction operations, until reinstalled.

H. Remove demolished materials from site except where specifically noted otherwise. Do not burn or bury materials on site.

I. Remove materials as Work progresses. Upon completion of Work, leave areas in clean condition.

J. Remove temporary Work.

DIVISION 03

CONCRETE

03 10 00 Concrete Forming and Accessories 03 20 00 Concrete Reinforcing 03 30 00 Cast-In-Place Concrete 03 35 00 Concrete Finishing 03 39 00 Concrete Curing

Concrete Forming and Accessories 03 10 00 - 1

SECTION 03 10 00

CONCRETE FORMING AND ACCESSORIES

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes:

1. Formwork for cast-in place concrete.

2. Shoring, bracing, and anchorage.

3. Form accessories.

4. Form stripping.

B. Related Sections:

1. Section 03 20 00 - Concrete Reinforcing.

2. Section 03 30 00 - Cast-In-Place Concrete.

3. Section 04 20 16 – Reinforced Unit Masonry.

4. Section 05 50 00 - Metal Fabrications: Product requirements for metal fabrications for placement by this Section.

1.2 REFERENCES

A. American Concrete Institute:

1. ACI 117 - Standard Specifications for Tolerances for Concrete Construction and

Materials.

2. ACI 301 - Specifications for Structural Concrete.

3. ACI 318 - Building Code Requirements for Structural Concrete.

4. ACI 347 - Guide to Formwork for Concrete.

B. American Forest and Paper Association:

1. AF&PA - National Design Specifications for Wood Construction.

C. The Engineered Wood Association:

1. APA/EWA PS 1 - Voluntary Product Standard for Construction and Industrial

Plywood.

D. American Society of Mechanical Engineers:

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

E. ASTM International:

1. ASTM D1751 - Standard Specification for Preformed Expansion Joint Filler for

Concrete Paving and Structural Construction (Nonextruding and Resilient Bituminous Types).

2. ASTM E96/E96M - Standard Test Methods for Water Vapor Transmission of Materials.

F. West Coast Lumber Inspection Bureau:

03 10 00 - 2

1. WCLIB - Standard Grading Rules for West Coast Lumber.

1.3 DESIGN REQUIREMENTS

A. The Contractor shall design, engineer and construct formwork, shoring and bracing in accordance with ACI 318 to conform to design and applicable code requirements to achieve concrete shape, line and dimension as indicated on Drawings.

B. The Contractor shall assume responsibility for the safety of structures, occupants and workers during construction.

1.4 QUALITY ASSURANCE

A. Perform Work in accordance with ACI 347, ACI 301 and ACI 318.

B. For wood products furnished for work of this Section, comply with AF&PA.

1.5 QUALIFICATIONS

A. Design formwork under direct supervision of Professional Engineer experienced in design of this Work and licensed in State of Michigan.

1.6 DELIVERY, STORAGE, AND HANDLING

A. Deliver void forms and installation instructions in manufacturer's packaging.

B. Store off ground in ventilated and protected manner to prevent deterioration from moisture.

1.7 COORDINATION

A. Coordinate this Section with other sections of work, requiring attachment of components to formwork.

PART 2 PRODUCTS

2.1 WOOD FORM MATERIALS

A. Form Materials: Unless specified otherwise, the contractor shall use metal, plywood, presswood form liners or plastic surfaced plywood.

B. Build all forms using the largest pieces possible. All form joints shall be laid out having straight lines.

C. Plywood: Plywood shall be sound undamaged sheets with clean, true edges.

03 10 00 - 3

D. Lumber Forms:

1. Application: Use for edge forms and unexposed finish concrete.

2. Boards: 6 inches or 8 inches

E. Plywood Forms:

in width, shiplapped or tongue and groove, “Standard” Grade Douglas Fir, conforming to WCLIB Standard Grading Rules for West Coast Lumber. Surface boards on four sides.

1. Application: Use for exposed finish concrete.

2. Forms: Conform to PS-1; full size 4 x 8 feet

3. Plywood for Surfaces to Receive Membrane Waterproofing: Minimum of panels; each panel labeled with grade trademark of APA/EWA.

5/8 inch

4. Plywood where “Smooth Finish” is required, as indicated on Drawings: “HD Overlay Plyform Structural I Exterior” grade, minimum of thick; APA/EWA “B-B Plyform Structural I Exterior” grade.

space 3/4 inch

2.2 PREFABRICATED FORMS

thick.

A. Manufacturers:

1. Aluma-Systems Inc., Burke Co.

2. Economy Forms Corp.

3. Molded Fiber Glass Concrete Forms Co.

4. Perma Tubes.

5. Sonoco Products Co.

6. Symons Corp.

7. Western Forms, Inc.

8. Other products submitted and approved by Engineer/Architect.

9. Substitutions: Section 01600 - Product Requirements.

B. Preformed Steel Forms: Minimum 16 gage

C. Glass Fiber Fabric Reinforced Plastic Forms: Matched, tight fitting, stiffened to support weight of concrete without deflection detrimental to tolerances and appearance of finished concrete surfaces.

matched, tight fitting, stiffened to support weight of concrete without deflection detrimental to tolerances and appearance of finished surfaces.

D. Pan Type: Steel of size and profile required.

E. Tubular Column Type: Round, spirally wound laminated fiber material, surface treated with release agent, non-reusable, of sizes required; manufactured by Sonotube or equal.

F. Steel Forms: Sheet steel, suitably reinforced, and designed for particular use shown on Drawings.

G. Form Liners: Smooth, durable, grainless and non-staining hardboard, unless otherwise shown on Drawings.

H. Framing, Studding and Bracing: Stud or No.