SPECS_2.pdf

SPECIFICATIONS

FOR

USDA FOREST SERVICE

FSL HOUGHTON

MACHINE SHOP REMODEL

HOUGHTON, MICHIGAN

September 11, 2017

THIS PAGE LEFT INTENTIONALLY BLANK

DOCUMENT 00 01 10

TABLE OF CONTENTS

Section Title Page

INTRODUCTORY INFORMATION

00 01 10 Table of Contents 1

DIVISION 01 - GENERAL REQUIREMENTS

01 10 00 Summary 3 01 30 00 Administrative Requirements 5 01 33 00 Submittal Procedures 9 01 40 00 Quality Requirements 13 01 50 00 Temporary Facilities And Controls 17 01 60 00 Product Requirements 19 01 70 00 Execution Requirements 23 01 74 19 Construction Waste Management And Disposal 25

DIVISION 03 - CONCRETE

03 20 00 Concrete Reinforcing 27 03 30 00 Cast-In-Place Concrete 31 03 35 00 Concrete Finishing 37 03 39 00 Concrete Curing 39

DIVISION 05 - METALS

05 12 00 Structural Steel Framing 41 05 31 13 Steel Floor Decking 47 05 50 00 Metal Fabrications 51 05 51 00 Metal Stairs 57 05 52 00 Metal Railings 63

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 41 00 Architectural Wood Casework 67

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 90 00 Joint Protection 73

DIVISION 08 - OPENINGS

08 38 13 Flexible Strip Door 77

DIVISION 09 - FINISHES

09 90 00 Painting and Coating 79

DIVISION 10 - SPECIALTIES

10 28 00 Toilet, Bath, and Laundry Accessories 83

DIVISION 22 - PLUMBING

22 40 00 Plumbing Fixtures 85 over -->

DIVISION 26 - ELECTRICAL

26 05 00 General Electrical Requirements 89

END OF SECTION

SECTION 01 10 00

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 includes:

1. Construction of a Mezzanine.

2. Construction of a Graphite Laboratory.

3. Renovation of a Restroom.

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: sidewalks 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.

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Coordination and project conditions.

B. Preconstruction meeting.

C. Pre-installation meetings.

D. Cutting and patching.

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

E. Building permits are not required on this project.

1.3 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.

1.4 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 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.

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. 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 salvage3, 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.

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.

SECTION 01 33 00

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.

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.

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.

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.

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

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.

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

Not Used.

SECTION 01 40 00

QUALITY REQUIREMENTS

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Quality control and control of installation.

B. References.

C. Testing and inspection services.

D. Manufacturer’s field services.

E. Examination.

F. Preparation.

1.2 QUALITY CONTROL AND 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. When manufacturers' instructions conflict with Contract Documents, request clarification from Government 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.

E. Perform Work by persons qualified to produce required and specified quality.

F. Verify field measurements are as indicated on Shop Drawings or as instructed by manufacturer.

G. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, or disfigurement.

1.3 REFERENCES

A. The following standards are applicable to this project: International Codes and References, NFPA 70 – National Electrical Code, Architectural Barriers Act Accessibility Guidelines, Section referenced standards.

B. For products or workmanship specified by association, trade, or other consensus standards, comply with requirements of standard, except when more rigid requirements are specified or are required by applicable codes.

C. Conform to reference standard by date of issue current on date of Contract Documents, except where specific date is established by code.

D. Obtain copies of standards where required by product specification sections.

E. When specified reference standards conflict with Contract Documents, request clarification from Government before proceeding.

1.4 TESTING AND INSPECTION SERVICES

A. Employ and pay for services of an independent testing agency or laboratory acceptable to Government to perform specified testing.

B. The independent firm will perform tests, inspections and other services specified in individual specification sections.

C. Reports will be submitted by independent firm to Government and Contractor indicating observations and results of tests and indicating compliance or non-compliance with Contract Documents.

D. Cooperate with independent firm; furnish samples of materials, design mix, equipment, tools, storage, safe access, and assistance by incidental labor as requested.

1. Notify Government and independent firm 48 hours prior to expected time for operations requiring services.

2. Make arrangements with independent firm and pay for additional samples and tests required for Contractor's use.

E. Testing and employment of testing agency or laboratory shall not relieve Contractor of obligation to perform Work in accordance with requirements of Contract Documents.

F. Re-testing or re-inspection required because of non-conformance to specified requirements shall be performed by same independent firm on instructions by Government. Payment for re-testing or re-inspection will be charged to Contractor by deducting testing charges from Contract Sum/Price.

G. Testing Agency Responsibilities:

1. Test samples of mixes submitted by Contractor.

2. Provide qualified personnel at site. Cooperate with Government 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 Government and Contractor of observed irregularities or non-conformance of Work or products.

6. Perform additional tests required by Government.

H. Testing Agency Reports: After each test, promptly submit copies of report to Government and to Contractor. When requested by Government, provide interpretation of test results. Include the following:

1. Date issued.

2. Project title and number.

3. Name of inspector.

4. Date and time of sampling or inspection.

5. Identification of product and specifications section.

6. Location in Project.

7. Type of inspection or test.

8. Date of test.

9. Results of tests.

10. Conformance with Contract Documents.

I. Limits On Testing Authority:

1. Agency or laboratory may not release, revoke, alter, or enlarge on requirements of Contract Documents.

2. Agency or laboratory may not approve or accept any portion of the Work.

3. Agency or laboratory may not assume duties of Contractor.

4. Agency or laboratory has no authority to stop the Work.

1.5 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 and to initiate instructions when necessary.

B. Report observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturers’ written instructions.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

3.1 EXAMINATION

A. Verify existing site conditions and substrate surfaces are acceptable for subsequent Work.

Beginning new Work means acceptance of existing conditions.

B. Verify existing substrate is capable of structural support or attachment of new Work being applied or attached.

C. Examine and verify specific conditions described in individual specification sections.

D. Verify utility services are available, of correct characteristics, and in correct locations.

3.2 PREPARATION

A. Clean substrate surfaces prior to applying next material or substance.

B. Seal cracks or openings of substrate prior to applying next material or substance.

C. Apply manufacturer required or recommended substrate primer, sealer, or conditioner prior to applying new material or substance in contact or bond.

SECTION 01 50 00

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.

2. Pollution control.

D. Removal of utilities, facilities, and controls.

1.2 ELECTRICITY

A. Contractor may use existing electrical power at the site.

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.

1.6 FIELD OFFICES AND SHEDS

A. Sufficient space will be made available in Government buildings 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.

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

C. 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 Government 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 the

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.

1.11 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS

A. Remove temporary utilities, equipment, facilities, materials, prior 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

Not Used.

SECTION 01 60 00

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 Document.

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.

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 Manufacturer and Model: references are used as the basis of design and does not restrict the use of approved-equal materials and equipment.

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.

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

F. Substitution Submittal Procedure:

1. Submit three copies or 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 3 EXECUTION

Not Used.

SECTION 01 70 00

EXECUTION REQUIREMENTS

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Closeout procedures.

B. Final cleaning.

C. Protecting installed construction.

D. Product warranties and product bonds.

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 glass surfaces; remove temporary labels, stains and foreign substances, polish transparent and glossy surfaces.

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

1.4 STARTING OF SYSTEMS

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

B. Execute start-up under supervision of applicable Contractor’s personnel in accordance with manufacturer’s instructions.

1.5 DEMONSTRATION AND INSTRUCTIONS

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

1.6 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.

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

D. 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.

E. 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.

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

1.8 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.

1.9 MAINTENANCE SERVICE

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

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

Not Used.

SECTION 01 74 19 – 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 onto the Work.

1.3 PERFORMANCE GOALS

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

1.4 SUBMITTALS

A. Waste Management Plan: Submit 3 copies of plan within 30 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.

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 Owner. 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

SECTION 03 20 00

CONCRETE REINFORCING

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes:

1. Reinforcing bars.

2. Reinforcement accessories.

1.2 REFERENCES

A. American Concrete Institute:

1. ACI 301 - Specifications for Structural Concrete.

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

3. ACI 530.1 - Specifications for Masonry Structures.

4. ACI SP-66 - ACI Detailing Manual.

B. ASTM International:

1. ASTM A82 - Standard Specification for Steel Wire, Plain, for Concrete

Reinforcement.

2. ASTM A184 - Standard Specification for Fabricated Deformed Steel Bar Mats for Concrete Reinforcement.

3. A185 -07 Standard Specification for Steel Welded Wire Reinforcement, Plain, for Concrete.

4. ASTM A496 - Standard Specification for Steel Wire, Deformed, for Concrete

Reinforcement.

5. ASTM A497 - Standard Specification for Steel Welded Wire Fabric, Deformed, for Concrete Reinforcement.

6. ASTM A615 - Standard Specification for Deformed and Plain Billet-Steel Bars for Concrete Reinforcement.

7. ASTM A704 - Standard Specification for Welded Steel Plain Bar or Rod Mats for Concrete Reinforcement.

C. American Welding Society:

1. AWS D1.4 - Structural Welding Code - Reinforcing Steel.

D. Concrete Reinforcing Steel Institute:

1. CRSI - Manual of Standard Practice.

2. CRSI - Placing Reinforcing Bars.

1.3 SUBMITTALS

A. Shop Drawings: Indicate bar sizes, spacings, locations, and quantities of reinforcing steel bending and cutting schedules, and supporting and spacing devices.

B. Manufacturer's Certificate: Certify Products meet or exceed specified requirements.

1.4 QUALITY ASSURANCE

A. Perform Work in accordance with CRSI - Manual of Standard Practice, ACI 301 and ACI 318.

1.5 QUALIFICATIONS

A. Welders: AWS qualified within previous 12 months.

PART 2 PRODUCTS

2.1 REINFORCEMENT

A. Reinforcing Steel: ASTM A615 60 ksi yield grade, deformed billet bars, uncoated finish.

B. Plain Wire: ASTM A82 unfinished.

C. Welded Plain Wire Fabric: ASTM A185; in flat sheets or coiled rolls unfinished.

2.2 ACCESSORY MATERIALS

A. Tie Wire: 16 gage annealed type per ASTM A82.

B. Chairs, Bolsters, Bar Supports, Spacers: Sized and shaped for strength and support of reinforcement during concrete placement conditions including load bearing pad on bottom to prevent vapor retarder puncture.

C. Special Chairs, Bolsters, Bar Supports, Spacers Adjacent to Weather Exposed Concrete Surfaces: Plastic-coated steel type; size and shape to meet Project conditions.

D. Epoxy Coating Patching Material: Type as recommended by coating manufacturer.

2.3 FABRICATION

A. Fabricate concrete reinforcement in accordance with CRSI Manual of Practice.

B. Form reinforcement bends with minimum diameters in accordance with ACI 318.

C. Locate reinforcement splices not indicated on Drawings, at point of minimum stress.

Review location of splices with Architect/Engineer.

PART 3 EXECUTION

3.1 PLACEMENT

A. Place, support and secure reinforcement against displacement. Do not deviate from required position beyond specified tolerance.

1. Do not weld crossing reinforcement bars for assembly except as permitted by

Government.

B. Accommodate placement of formed openings.

C. Space reinforcement bars with minimum clear spacing in accordance with ACI 318 but not less than 1 inch.

1. Where bars are indicated in multiple layers, place upper bars directly above lower bars.

2. Maintain concrete cover around reinforcement in accordance with ACI 318

D. Splice reinforcing where indicated on Drawings.

E. Bond and ground reinforcement in accordance with Electric Code requirements.

3.2 ERECTION TOLERANCES

A. Install reinforcement within the following tolerances for flexural members, walls, and compression members:

Reinforcement Depth Depth Tolerance Concrete Cover Tolerance

Greater than 8 inches plus or minus 3/8 inch minus 3/8 inch

Less than 8 inches plus or minus 1/2 inch minus 1/2 inch

3.3 FIELD QUALITY CONTROL

A. Reinforcement Inspection:

1. Placement Acceptance: Specified material requirements and specified placement tolerances.

2. Welding: Inspect welds in accordance with AWS D1.1.

3. Periodic Placement Inspection: Inspect for correct materials, fabrication, sizes, locations, spacing, concrete cover, and splicing.

SECTION 03 30 00

CAST-IN-PLACE CONCRETE

PART 1 GENERAL

1.1 SUMMARY

A. Section includes cast-in-place concrete for the following:

1. Foundation/footings.

2. First floor deck.

1.2 REFERENCES

A. American Concrete Institute:

1. ACI 301 - Specifications for Structural Concrete.

2. ACI 308.1 - Standard Specification for Curing Concrete.

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

B. ASTM International:

1. ASTM C31 - Standard Practice for Making and Curing Concrete Test Specimens in the Field.

2. ASTM C33 - Standard Specification for Concrete Aggregates.

3. ASTM C39 - Standard Test Method for Compressive Strength of Cylindrical

Concrete Specimens.

4. ASTM C94 - Standard Specification for Ready-Mixed Concrete.

5. ASTM C143 - Standard Test Method for Slump of Hydraulic Cement Concrete.

6. ASTM C150 - Standard Specification for Portland Cement.

7. ASTM C172 - Standard Practice for Sampling Freshly Mixed Concrete.

8. ASTM C173 - Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method.

9. ASTM C231 - Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method.

10. ASTM C260 - Standard Specification for Air-Entraining Admixtures for Concrete.

11. ASTM C330 - Standard Specification for Lightweight Aggregates for Structural

Concrete.

12. ASTM C494 - Standard Specification for Chemical Admixtures for Concrete.

13. ASTM C595 - Standard Specification for Blended Hydraulic Cements.

14. ASTM C618 - Standard Specification for Coal Fly Ash and Raw or Calcined

Natural Pozzolan for Use as a Mineral Admixture in Concrete.

15. ASTM C685 - Standard Specification for Concrete Made By Volumetric Batching and Continuous Mixing.

16. ASTM C1017 - Standard Specification for Chemical Admixtures for Use in

Producing Flowing Concrete.

17. ASTM C1064 - Standard Test Method for Temperature of Freshly Mixed

Hydraulic-Cement Concrete.

18. ASTM C1107 - Standard Specification for Packaged Dry, Hydraulic-Cement Grout

(Nonshrink).

19. ASTM C1116 - Standard Specification for Fiber-Reinforced Concrete and

Shotcrete.

20. ASTM C1157 - Standard Performance Specification for Hydraulic Cement.

21. ASTM D994 - Standard Specification for Preformed Expansion Joint Filler for

Concrete (Bituminous Type).

22. ASTM D1752 - Standard Specification for Preformed Sponge Rubber and Cork

Expansion Joint Fillers for Concrete Paving and Structural Construction.

1.3 SUBMITTALS

A. Product Data: Submit data on joint devices, attachment accessories, admixtures and mix design.

B. Design Data:

1. Submit concrete mix design for each concrete strength. Submit separate mix designs when admixtures are required for the following:

a. Air entrained concrete work.

2. Identify mix ingredients and proportions, including admixtures.

C. Manufacturer's Installation Instructions: Submit installation procedures and interface required with adjacent Work.

1.4 QUALITY ASSURANCE

A. Acquire cement and aggregate from one source for Work.

PART 2 PRODUCTS

2.1 CONCRETE MATERIALS

Cement: ASTM C150, Type I – Normal, Type IA - Air Entraining, Type III - High Early Strength

A. Normal Weight Aggregates: ASTM C33.

B. Lightweight Aggregate: ASTM C330.

C. Water: ACI 318; potable, without deleterious amounts of chloride ions.

2.2 ADMIXTURES

A. Air Entrainment: ASTM C260.

B. Chemical: ASTM C494.

1. Type A - Water Reducing.

2. Type B - Retarding.

3. Type C - Accelerating.

C. Fly Ash: ASTM C618.

D. Plasticizing: ASTM C1017 Type I, plasticizing.

2.3 ACCESSORIES

A. Non-Shrink Grout: ASTM C1107; premixed compound consisting of non-metallic aggregate, cement, water reducing and plasticizing agents; capable of developing minimum compressive strength of 2,400 psi in 48 hours and 7,000 psi in 28 days.

B. Concrete Reinforcing Fibers: ASTM C1116, high strength industrial-grade fibers specifically engineered for secondary reinforcement of concrete. Tensile strength -130 ksi;

toughness 15 ksi; 3/4 inch long fibers, 34 million/lb fiber count.

2.4 JOINT DEVICES AND FILLER MATERIALS

A. Joint Filler Type A: ASTM D1751; Asphalt impregnated fiberboard or felt, 1/2 inch thick;

tongue and groove profile.

B. Joint Filler Type B: ASTM D1752; recycled PVC; 1/2 inch thick.

C. Joint Filler Type C: ASTM D1752; Premolded sponge rubber; 1/2 inch thick.

D. Sealant: ASTM D6690, Type I.

2.5 CONCRETE MIX

A. Provide concrete for mezzanine floor slab on metal decking to the following mix design:

Unit Measurement Compressive Strength (7 day) 2400 psi Compressive Strength (28 day) 3500 psi Cement 517 pounds (5.5 sack) Coarse Aggregate 1700-1900 pounds Fine Aggregate 1400-1600 pounds Water/Cement Ratio 0.4 - 0.5 Coarse Aggregate Size MDOT 6A Fine Aggregate Size MDOT 2NS Air Entrained 4-6% Fly Ash Approved Slump Less than 4" (prior to admixtures)

B. Provide concrete for footings to the following mix design:

Compressive Strength (7 day) 2,800 psi Compressive Strength (28 day) 4,000 psi (6 sack) Cement 564 pounds Coarse Aggregate 1700-1900 pounds Fine Aggregate 1400-1600 pounds Water/Cement Ratio 0.4-0.5 Course Aggregate Size MDOT 6A Fine Aggregate Size MDOT 2NS Air Entrained 4-6% Fly Ash Approved Slump Less than 4"

C. The use of calcium chloride will not be permitted.

3.1 PREPARATION

A. Prepare previously placed concrete by cleaning with steel brush and applying bonding agent.

Remove laitance, coatings, and unsound materials.

B. In locations where new concrete is doweled to existing work, drill holes in existing concrete, insert steel dowels and pack solid with non-shrink grout or epoxy anchor per Government recommendation.

3.2 PLACING CONCRETE

A. Ensure reinforcement, inserts, embedded parts, formed expansion and contraction joints, are not disturbed during concrete placement.

B. Separate slabs on grade from vertical surfaces with 1/4 inch thick joint filler.

C. Place joint filler in floor slab pattern placement sequence. Set top to required elevations.

Secure to resist movement by wet concrete.

D. Extend joint filler from bottom of slab to within 1/4 inch of finished slab surface. Conform to Section 07 90 00 for finish joint sealer requirements.

E. Deposit concrete at final position. Prevent segregation of mix.

F. Screed first floor slab level, maintaining surface flatness specified in Section 03 35 00.

3.3 CURING AND PROTECTION

A. Immediately after placement, protect concrete from premature drying, excessively hot or cold temperatures, and mechanical injury.

3.4 FIELD QUALITY CONTROL

A. Submit proposed mix design of each class of concrete to Government for review prior to commencement of Work.

B. Strength Test Samples:

1. Sampling Procedures: ASTM C172.

2. Cylinder Molding and Curing Procedures: ASTM C31, cylinder specimens, standard cured.

3. Sample concrete and make one set of three cylinders for every 25 cu yds or less of each class of concrete placed each day and for every 2,500 sf of surface area for slabs.

4. As a minimum Contractor’s tester shall make on set of cylinders for each of the following:

a. Footings: One set per 20 cyds or less.

b. First floor deck slab: One set per 2000 sft of floor.

C. Cylinder Compressive Strength Testing:

1. Test Method: ASTM C39.

2. Test Acceptance: In accordance with ACI 318.

3. Test one cylinder at 7 days.

4. Test two cylinders at 28 days.

5. Dispose remaining cylinders when testing is not required.

3.5 DEFECTIVE CONCRETE

A. Defective Concrete: Concrete not conforming to required lines, details, dimensions, tolerances or specified requirements.

B. Repair or replacement of defective concrete will be determined by Government.

C. Do not patch, fill, touch-up, repair, or replace exposed concrete except upon express direction of Government for each individual area.

3.6 SCHEDULE - CONCRETE TYPES AND FINISHES

A. Footings: 4,000 psi 28 day concrete: float finish.

B. Mezzanine Floor Slab: 3,500 psi 28 day concrete: finish per Section 03 35 00.

SECTION 03 35 00

CONCRETE FINISHING

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes:

1. Finishing concrete floors.

2. Floor surface treatment.

1.2 REFERENCES

A. American Concrete Institute:

1. ACI 301 - Specifications for Structural Concrete.

2. ACI 302.1 - Guide for Concrete Floor and Slab Construction.

B. ASTM International:

1. ASTM E1155 - Standard Test Method for Determining Floor Flatness and of

Levelness Using the F-number System.

1.3 SUBMITTALS

A. Product Data: Submit data on sealer, compatibilities, and limitations.

1.4 QUALITY ASSURANCE

A. Perform Work in accordance with ACI 301.

1.5 DELIVERY, STORAGE, AND HANDLING

A. Deliver materials in manufacturer's packaging including application instructions.

PART 2 PRODUCTS

2.1 MANUFACTURERS

A. Manufacturers:

1. BASF Chemical Company

2. Cresset Chemical Company.

3. Dayton Superior Corp.

4. Euclid Chemical Co.

5. L & M Construction Chemicals.

6. Nox-Crete Chemicals.

7. L M Scofield Co.

8. Sika Corp.

9. Substitutions: Section 01 60 00 - Product Requirements.

2.2 COMPOUNDS - HARDENERS AND SEALERS

A. Chemical Hardener: Magnesium fluorosilicate and zinc fluorosilicate blend liquid type.

B. Sealer: Clear, saline type.

PART 3 EXECUTION

3.1 EXAMINATION

A. Verify floor surfaces are acceptable to receive the Work of this section.

3.2 FLOOR FINISHING

A. Finish concrete floor surfaces in accordance with ACI 301 and ACI 302.1.

B. Steel trowel mezzanine surface.

3.3 TOLERANCES

A. Measure for Floor Flatness (FF) and Floor Levelness (FL) tolerances for floors in accordance with ASTM E1155, within 48 hours after slab installation.

B. Finish concrete to achieve the following tolerances:

1. Mezzanine: Overall FF 50 and local FF 35. Overall FL 20.

2. Correct slab surface when actual FF or FL number for floor installation measures less than required.

C. Correct defects in defined traffic floor by grinding or removal and replacement of defective Work. Areas requiring corrective Work will be identified. Re-measure corrected areas by same process.

SECTION 03 39 00

CONCRETE CURING

PART 1 GENERAL

1.1 SUMMARY

A. Section includes initial and final curing of horizontal and vertical concrete surfaces.

1.2 REFERENCES

A. American Concrete Institute:

1. ACI 301 - Specifications for Structural Concrete.

2. ACI 302.1 - Guide for Concrete Floor and Slab Construction.

3. ACI 308.1 - Standard Specification for Curing Concrete.

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

B. ASTM International:

1. ASTM C171 - Standard Specification for Sheet Materials for Curing Concrete.

2. ASTM C309 - Standard Specification for Liquid Membrane-Forming

Compounds for Curing Concrete.

3. ASTM C1315 - Standard Specification for Liquid Membrane-Forming

Compounds Having Special Properties for Curing and Sealing Concrete.

4. ASTM D2103 - Standard Specification for Polyethylene Film and Sheeting.

1.3 SUBMITTALS

A. Product Data: Submit data on curing compounds, compatibilities, and limitations.

1.4 QUALITY ASSURANCE

A. Perform Work in accordance with ACI 301, ACI 302.1 and ACI 318.

1.5 DELIVERY, STORAGE, AND HANDLING

A. Deliver curing materials in manufacturer's packaging including application instructions.

PART 2 PRODUCTS

2.1 MATERIALS

A. Membrane Curing Compound: ASTM C309 or ASTM C1315.

B. Polyethylene Film: ASTM C171, 6 mil thick, clear.

C. Water: Potable, not detrimental to concrete.

3.1 EXAMINATION

A. Verify substrate surfaces are ready to be cured.

3.2 INSTALLATION - HORIZONTAL SURFACES

A. Membrane Curing Compound: Apply curing compound in one coat.

3.3 PROTECTION OF FINISHED WORK

A. Do not permit traffic over unprotected floor surface.

3.4 SCHEDULES

A. Mezzanine: Membrane curing compound.

SECTION 05 12 00

STRUCTURAL STEEL FRAMING

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes:

1. Structural shapes.

2. Channels and angles.

3. Hollow structural sections.

4. Structural pipe.

5. Structural plates.

6. Fasteners, connectors, and anchors.

7. Grout.

B. Related Sections:

1. Section 05 50 00 - Metal Fabrications: Steel fabrications affecting structural steel work.

1.2 REFERENCES

A. American Institute of Steel Construction:

1. AISC 303 - Code of Standard Practice for Steel Buildings and Bridges.

2. AISC 341 - Seismic Provisions for Structural Steel Buildings.

3. AISC 360 - Specification for Structural Steel Buildings.

B. ASTM International:

1. ASTM A36 - Standard Specification for Carbon Structural Steel.

2. ASTM A53 - Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless.

3. ASTM A108 - Standard Specification for Steel Bar, Carbon and Alloy, Cold-

Finished.

4. ASTM A123 - Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products.

5. ASTM A153 - Standard Specification for Zinc Coating (Hot-Dip) on Iron and

Steel Hardware.

6. ASTM A307 - Standard Specification for Carbon Steel Bolts and Studs, 60 000

PSI Tensile Strength.

7. ASTM A325 - Standard Specification for Structural Bolts, Steel, Heat Treated,…