Attachment 2 Repair Restrooms 4002 Spec revA.pdf

PROJECT:

RENOVATE RESTROOMS

BLDG 4002

PROJECT NUMBER: MAHG141068

20 APR 2020

KEESLER AIR FORCE BASE BILOXI, MISSISSIPPI

MAHG141068 RENOVATE RESTROOMS BLDG 4002, KEESLER AFB, MS

10 MAR 2020

INDEX

SECTION

00 10 30

01 73 20

01 78 20 05 40 00 06 10 00 07 92 00 08 11 13 08 20 00 08 30 50 08 71 00 09 25 50 09 30 13 09 51 10 09 91 00 09 93 23 10 15 60 10 80 10 12 36 00 15 40 00 15 60 00 16 00 00 16 11 00 16 50 00

SUMMARY

SELECTIVE DEMOLITION

CLOSE OUT SUBMITTALS

OPERATION AND MAINTENANCE DATA

LIGHT GAUGE METAL FRAMING

ROUGH CARPENTRY

JOINT SEALANTS

STEEL DOORS AND FRAMES

WOOD DOORS

ACCESS DOORS

DOOR HARDWARE

GYPSUM BOARD ASSEMBLIES

TILE

ACOUSTICAL PANEL CEILINGS

PAINT

STAINS AND TRANSPARENT FINISHES

TOILET PARTITIONS AND SCREENS (SOLID PHENOLIC)

TOILET AND BATH ACCESSORIES

COUNTERTOPS

PLUMBING

TEMPORARY FACILITIES AND CONTROLS

GENERAL PROVISIONS ELECTRICAL

RACEWAYS

LIGHTING

01 73 00

SECTION 00 10 30

SUMMARY

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Description:

The project consists of the interior finishes & fixtures renovation of B4002 Taylor Logistics Restrooms.

B. Location:

The project is located on Keesler Air Force Base, Biloxi, Mississippi. Building 4002 Taylor Logistics

C. In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

1. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remains.

2. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

LOCATION OF UNDERGROUND FACILITIES

NOT USED

NOTIFICATION PRIOR TO EXCAVATION

NOT USED

PART 2 PRODUCTS

N O T U S E D

PART 3 EXECUTION

NOT USED

END OF SECTION

SECTION 01 73 20

SELECTIVE DEMOLITION

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes:

1. Demolition and removal of selected portions of building or structure.

1.2 DEFINITIONS

A. Remove: Detach items from existing construction and legally dispose of them off-site unless indicated to be removed and salvaged or removed and reinstalled.

B. Remove and Reinstall: Detach items from existing construction, prepare for reuse, and reinstall where indicated.

C. Existing to Remain: Existing items of construction that are not to be permanently removed and that are not otherwise indicated to be removed, removed and salvaged, or removed and reinstalled.

1.3 PREINSTALLATION MEETINGS

A. Pre-demolition Conference: Conduct conference at Project site.

1.4 INFORMATIONAL SUBMITTALS

A. Pre-demolition Photographs or Video: Submit before Work begins with detailed conditioned survey.

1.5 CLOSEOUT SUBMITTALS

A. Landfill Records: Indicate receipt and acceptance of hazardous wastes by a landfill facility licensed to accept hazardous wastes.

QUALITY ASSURANCE

NOT USED

1.6 FIELD CONDITIONS

A. Conditions existing at time of inspection for bidding purpose will be maintained by THE GOVERNMENT as far as practical.

1. Before selective demolition, THE GOVERNMENT will remove the following items:

a. Furnishings within the area of work.

B. Notify Contracting Officer of discrepancies between existing conditions and Drawings before proceeding with selective demolition.

C. Hazardous materials is not suspected in this project.

1. If suspected hazardous materials are encountered, do not disturb; immediately notify THE GOVERNMENT. Hazardous materials will be removed by the contractor under a modification to the contract.

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

E. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations. Maintain fire-protection facilities in service during selective demolition operations.

PART 2 PRODUCTS

2.1 PEFORMANCE REQUIREMENTS

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

B. Standards: Comply with ANSI/ASSE A10.6 and NFPA 241.

PART 3 EXECUTION

3.1 EXAMINATION

A. Verify that utilities have been disconnected and capped before starting selective demolition operations.

B. Survey existing conditions and correlate with requirements indicated to determine extent of selective demolition required.

C. When unanticipated mechanical, electrical, or structural elements that conflict with intended function or design are encountered, investigate and measure the nature and extent of conflict.

Promptly submit a written report to Construction Manager.

3.2 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS

A. Existing Services/Systems to Remain: Maintain services/systems indicated to remain and protect them against damage.

1. Comply with requirements for existing services/systems interruptions specified in Section

01100 "Summary."

B. Existing Services/Systems to Be Removed, Relocated, or Abandoned: Locate, identify, disconnect, and seal or cap off indicated utility services and mechanical/electrical systems serving areas to be selectively demolished.

1. Arrange to shut off indicated utilities with utility companies.

2. If services/systems are required to be removed, relocated, or abandoned, provide temporary services/systems that bypass area of selective demolition and that maintain continuity of services/systems to other parts of building.

3. Disconnect, demolish, and remove fire-suppression systems, plumbing, and HVAC systems, equipment, and components indicated to be removed.

a. Piping to Be Removed: Remove portion of piping indicated to be removed and cap or plug remaining piping with same or compatible piping material.

b. Piping to Be Abandoned in Place: Drain piping and cap or plug piping with same or compatible piping material.

c. Equipment to Be Removed: Disconnect and cap services and remove equipment.

d. Equipment to Be Removed and Reinstalled: Disconnect and cap services and remove, clean, and store equipment; when appropriate, reinstall, reconnect, and make equipment operational.

e. Equipment to Be Removed and Salvaged: Disconnect and cap services and remove equipment and deliver to THE GOVERNMENT.

f. Ducts to Be Removed: Remove portion of ducts indicated to be removed and plug remaining ducts with same or compatible ductwork material.

g. Ducts to Be Abandoned in Place: Cap or plug ducts with same or compatible ductwork material.

C. Refrigerant: Remove refrigerant from mechanical equipment to be selectively demolished according to 40 CFR 82 and regulations of authorities having jurisdiction

3.3 PREPARATION

A. Temporary Shoring: Provide and maintain shoring, bracing, and structural supports as required to preserve stability and prevent movement, settlement, or collapse of construction and finishes to remain, and to prevent unexpected or uncontrolled movement or collapse of construction being demolished.

3.4 SELECTIVE DEMOLITION, GENERAL

A. General: Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations and as follows:

1. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction. Use hand tools or small power tools designed for sawing or grinding, not hammering and chopping, to minimize disturbance of adjacent surfaces. Temporarily cover openings to remain.

a. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces.

b. Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden space before starting flame- cutting operations. Maintain fire watch and portable fire-suppression devices during flame-cutting operations.

c. Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing.

d. Dispose of demolished items and materials promptly.

B. Removed and Reinstalled Items:

1. Clean and repair items to functional condition adequate for intended reuse.

2. Pack or crate items after cleaning and repairing. Identify contents of containers.

3. Protect items from damage during transport and storage.

4. Reinstall items in locations indicated. Comply with installation requirements for new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make item functional for use indicated.

C. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by Construction Manager, items may be removed to a suitable, protected storage location during selective demolition and cleaned and reinstalled in their original locations after selective demolition operations are complete.

3.5 DISPOSAL OF DEMOLISHED MATERIALS

A. General: Except for items or materials indicated to be recycled, reused, salvaged, reinstalled, or otherwise indicated to remain THE GOVERNMENT's property, remove demolished materials from Project site and legally dispose of them in an EPA-approved landfill.

1. Do not allow demolished materials to accumulate on-site.

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

3. Remove debris from elevated portions of building by chute, hoist, or other device that will convey debris to grade level in a controlled descent.

4. Comply with requirements specified in Section 01524 "Construction Waste Management."

B. Burning: Do not burn demolished materials.

C. Disposal: Transport demolished materials off THE GOVERNMENT's property and legally dispose of them.

3.6 CLEANING

A. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began.

SECTION 01 78 00

CLOSE OUT SUBMITTALS

PART 1 G E N E R A L

1.1 SUBMITTALS

A. Government approval is required for submittals. The following shall be submitted in accordance with Section 013300 SUBMITTAL PROCEDURES:

1. SD-02 Shop Drawings

a. As-Built Drawings

1) Drawings showing final as-built conditions of the project. The manually prepared drawings shall consist of 1 set of completed final as-built original transparency drawings, 2 sets of blue-line prints of the transparencies, and the approved marked working as-built prints. The digitally prepared drawings shall consist of 1 set of completed final as-built drawings in AutoCAD format.

2. SD-03 Product Data

a. As-Built Record of Equipment and Materials

1) Two copies of the record listing the as-built materials and equipment incorporated into the construction of the project.

2) Warranty Management Plan

3) One set of the warranty management plan containing information relevant to the warranty of materials and equipment incorporated into the construction project, including the starting date of warranty of construction. The Contractor shall furnish with each warranty the name, address, and telephone number of each of the guarantor's representatives nearest to the project location.

4) Warranty Tags

5) Two record copies of the warranty tags showing the layout and design.

6) Final Cleaning

1.2 PROJECT RECORD DOCUMENTS

A. As-Built Drawings

1. This paragraph covers as-built drawings complete, as a requirement of the contract. The terms "drawings," "contract drawings," "drawing files," "working as-built drawings" and "final as-built drawings" refer to contract drawings which are revised to be used for final as-built drawings.

B. Working As-Built and Final As-Built Drawings

1. The Contractor shall revise 2 sets of paper drawings by red-line process to show the as-built conditions during the prosecution of the project. These working as-built marked drawings shall be kept current on a weekly basis and at least one set shall be available on the jobsite at all times.

C. Changes from the contract plans which are made in the work or additional information which might be uncovered in the course of construction shall be accurately and neatly recorded as they occur by means of details and notes. Final as-built drawings shall be prepared after the completion of each definable feature of work, as appropriate for the project. The working and final as-built drawings shall show, but shall not be limited to, the following information:

1. The actual location, kinds and sizes of all sub-surface utility lines. In order that the location of these lines and appurtenances may be determined in the event the surface openings or indicators become covered over or obscured, the as-built drawings shall show, by offset dimensions to two permanently fixed surface features, the end of each run including each change in direction. Valves, splice boxes and similar appurtenances shall be located by dimensioning along the utility run from a reference point. The average depth below the surface of each run shall also be recorded.

2. The location and dimensions of any changes within the building structure.

3. Correct grade, elevations, cross section, or alignment of roads, earthwork, structures or utilities if any changes were made from contract plans.

4. Changes in details of design or additional information obtained from working drawings specified to be prepared and/or furnished by the Contractor.

5. The topography, invert elevations and grades of drainage installed or affected as part of the project construction.

6. Changes or modifications which result from the final inspection.

7. Where contract drawings or specifications present options, only the option selected for construction shall be shown on the final as-built prints.

8. If borrow material for this project is from sources on Government property, or if Government property is used as a spoil area, the Contractor shall furnish a contour map of the final borrow pit/spoil area elevations.

9. Systems designed or enhanced by the Contractor, such as HVAC controls, fire alarm, fire sprinkler, and irrigation systems.

10. Modifications (change order price shall include the Contractor's cost to change working and final as-built drawings to reflect modifications

D. Drawing Preparation

1. The as-built drawings shall be modified as may be necessary to correctly show the features of the project as it has been constructed by bringing the contract set into agreement with approved working as-built prints, and adding such additional drawings as may be necessary.

These working as-built marked prints shall be neat, legible and accurate. These drawings are part of the permanent records of this project and shall be returned to the Contracting Officer after approval by the Government. Any drawings damaged or lost by the Contractor shall be satisfactorily replaced by the Contractor at no expense to the Government.

E. Manually Prepared Drawings

1. Only personnel proficient in the preparation of manually prepared drawings shall be e m p l o y e d to modify the original contract drawing or prepare additional new drawings.

Additions and corrections to the contract drawings shall be neat, clean and legible, shall be done to the same level of detail, and shall match the adjacent existing line work, and lettering being annotated in type, density, size and style.

2. Within 30 days for contracts less than $5 million after Government approval of all of the working as-built drawings for a phase of work, the Contractor shall prepare the final as-built drawings for that phase of work and submit two sets of blue-line prints of these drawings for Government review and approval. Drawings will become the property of the Government upon final approval. Failure to submit final as-built drawings and marked prints, as required herein, will be cause for withholding any payment due the Contractor under this contract.

Approval and acceptance of final as-built drawings shall be accomplished before final payment is made to the Contractor.

F. Digitally Prepared Drawings

1. Only personnel proficient in the preparation of digitally prepared drawings shall be employed to modify the original contract drawing or prepare additional new drawings. Additions and corrections to the contract drawings shall be neat, clean and legible, shall be done to the same level of detail, and shall match the adjacent existing line work, and lettering being annotated in type, density, size and style.

2. Within 30 days for contracts less than $5 million after Government approval of all of the working as-built drawings for a phase of work, the Contractor shall prepare the final as-built drawings for that phase of work and submit two sets of blue-line prints of these drawings for Government review and approval. Drawings will become the property of the Government upon final approval. Failure to submit final as-built drawings and marked prints, as required herein, will be cause for withholding any payment due the Contractor under this contract.

Approval and acceptance of final as-built drawings shall be accomplished before final payment is made to the Contractor.

G. Payment

1. No separate payment will be made for as-built drawings required under this contract, and all costs accrued in connection with such drawings shall be considered a subsidiary obligation of the Contractor.

H. As-Built Record of Equipment and Materials

1. The Contractor shall furnish two sets of final record of equipment and materials 10 days after final inspection. The designations shall be keyed to the related area depicted on the contract drawings.

I. Final Approved Shop Drawings

1. The Contractor shall furnish final approved project shop drawings 30 days after transfer of the completed facility.

J. Construction Contract Specifications

1. The Contractor shall furnish final as-built construction contract specifications, including modifications thereto, 30 days after transfer of the completed facility.

K. Real Property Equipment

1. The Contractor shall furnish a list of installed equipment furnished under this contract. The list shall include all information usually listed on manufacturer's name plate. The "EQUIPMENT- IN-PLACE LIST" shall include, as applicable, the following for each piece of equipment installed: description of item, location (by room number), model number, serial number, capacity, name and address of manufacturer, name and address of equipment supplier, condition, spare parts list, manufacturer's catalog, and warranty. A draft list shall be furnished at time of transfer. The final list shall be furnished 30 days after transfer of the completed facility.

1.3 WARRANTY MANAGEMENT

A. Warranty Management Plan

1. Warranty information made available during the construction phase shall be submitted to the Contracting Officer in a binder and shall be turned over to the Government upon acceptance of the work. The construction warranty period shall begin on the date of project acceptance and shall continue for the full product warranty period.

B. Performance Bond

a. NA

C. Pre-Warranty Conference

1. NA

CI. Contractor's Response to Construction Warranty Service Requirements

1. Following oral or written notification, the Contractor shall respond to construction warranty service requirements as shown below. The Contractor shall submit a report on any warranty item that has been repaired during the warranty period. The report shall include the cause of the problem, date reported, corrective action taken, and when the repair was completed. If the Contractor does not perform the construction warranty within the time frames specified, the Government will perform the work and back charge the construction warranty payment item established. Perform onsite inspection to evaluate situation, and determine course of action within 8 hours, all other work to be initiated within 3 work days and work continuously to completion or relief.

CII. Warranty Tags

1. NA

1.4 MECHANICAL TESTING, ADJUSTING, BALANCING, AND COMMISSIONING

A. Prior to final inspection and transfer of the completed facility; all reports, statements, certificates, and completed checklists for testing, adjusting, balancing, and commissioning of mechanical systems shall be submitted to and approved by the Contracting Officer as specified in applicable technical specification sections.

1.5 OPERATION AND MAINTENANCE MANUALS

A. Operation manuals and maintenance manuals shall be submitted as specified. Operation manuals and maintenance manuals provided in a common volume shall be clearly differentiated and shall be separately indexed.

1.6 FINAL CLEANING

A. The premises shall be left broom clean. Stains, foreign substances, and temporary labels shall b e removed from surfaces. Carpet and soft surfaces shall be vacuumed. Equipment and fixtures shall be cleaned to a sanitary condition. Filters of operating equipment shall be replaced.

Debris shall be removed from roofs, drainage systems, gutters, and downspouts. Paved areas shall be swept and landscaped areas shall be raked clean. The site shall have waste, surplus materials, and rubbish removed. The project area shall have temporary structures, barricades, project s i g n s , and construction facilities removed. A list of completed clean-up items shall be submitted on the day of final inspection.

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 78 20

OPERATION AND MAINTENANCE DATA

PART 1 GENERAL

1.1 SUBMISSION OF OPERATION AND MAINTENANCE DATA

A. Submit Operation and Maintenance (O&M) Data specifically applicable to this contract and a complete and concise depiction of the provided equipment, product, or system. Organize and present information in sufficient detail to clearly explain O&M requirements at the system, equipment, component, and subassembly level. Include an index preceding each submittal.

Submit in accordance with this section and Section 01330 SUBMITTAL PROCEDURES.

B. Package Quality

1. Documents must be fully legible. Poor quality copies and material with hole punches obliterating the text or drawings will not be accepted.

C. Package Content

1. Data package content shall be as shown in the paragraph titled "Schedule of Operation and Maintenance Data Packages." Comply with the data package requirements specified in the individual technical sections, including the content of the packages and addressing each product, component, and system designated for data package submission.

D. Changes to Submittals

1. Manufacturer-originated changes or revisions to submitted data shall be furnished by the

Contractor if a component of an item is so affected subsequent to acceptance of the O&M Data. Changes, additions, or revisions required by the Contracting Officer for final acceptance of submitted data, shall be submitted by the Contractor within 30 calendar days of the notification of this change requirement.

1.2 TYPES OF INFORMATION REQUIRED IN O&M DATA PACKAGES

A. Operating Instructions

1. Include specific instructions, procedures, and illustrations for the following phases of operation:

a. Safety Precautions

1) List personnel hazards and equipment or product safety precautions for all operating conditions.

b. Operator Prestart

1) Include procedures required to set up and prepare each system for use.

c. Startup, Shutdown, and Post-Shutdown Procedures

1) Provide narrative description for Startup, Shutdown and Post-shutdown operating procedures including the control sequence for each procedure.

d. Normal Operations

1) Provide narrative description of Normal Operating Procedures. Include Control Diagrams with data to explain operation and control of systems and specific equipment.

e. Emergency Operations

1) Include Emergency Procedures for equipment malfunctions to permit a short period of continued operation or to shut down the equipment to prevent further damage to systems and equipment. Include Emergency Shutdown Instructions for fire, explosion, spills, or other foreseeable contingencies. Provide guidance and procedures for emergency operation of all utility systems including required valve positions, valve locations and zones or portions of systems controlled.

f. Operator Service Requirements

1) Include instructions for services to be performed by the operator such as lubrication, adjustment, inspection, and recording gage readings.

g. Environmental Conditions

1) Include a list of Environmental Conditions (temperature, humidity, and other relevant data) that are best suited for the operation of each product, component or system.

Describe conditions under which the item equipment should not be allowed to run.

h. Preventive Maintenance

1) Include the following information for preventive and scheduled maintenance to minimize corrective maintenance and repair.

i. Lubrication Data

1) Include preventative maintenance lubrication data, in addition to instructions for lubrication provided under paragraph titled "Operator Service Requirements":

2) A table showing recommended lubricants for specific temperature ranges and applications.

3) Charts with a schematic diagram of the equipment showing lubrication points, recommended types and grades of lubricants, and capacities.

4) A Lubrication Schedule showing service interval frequency.

j. Preventive Maintenance Plan and Schedule

1) Include manufacturer's schedule for routine preventive maintenance, inspections, tests and adjustments required to ensure proper and economical operation and to minimize corrective maintenance. Provide manufacturer's projection of preventive maintenance work-hours on a daily, weekly, monthly, and annual basis including craft requirements by type of craft. For periodic calibrations, provide manufacturer's specified frequency and procedures for each separate operation.

B. Corrective Maintenance (Repair)

1. Include manufacturer's recommended procedures and instructions for correcting problems and making repairs.

2. Troubleshooting Guides and Diagnostic Techniques

a. Include step-by-step procedures to promptly isolate the cause of typical malfunctions.

Describe clearly why the checkout is performed and what conditions are to be sought.

Identify tests or inspections and test equipment required to determine whether parts and equipment may be reused or require replacement.

3. Wiring Diagrams and Control Diagrams

a. Wiring diagrams and control diagrams shall be point-to-point drawings of wiring and control circuits including factory-field interfaces. Provide a complete and accurate depiction of the actual job specific wiring and control work. On diagrams, number electrical and electronic wiring and pneumatic control tubing and the terminals for each type, identically to actual installation configuration and numbering.

4. Maintenance and Repair Procedures

a. Include instructions and a list of tools required to repair or restore the product or equipment to proper condition or operating standards.

5. Removal and Replacement Instructions

a. Include step-by-step procedures and a list required tools and supplies for removal, replacement, disassembly, and assembly of components, assemblies, subassemblies, accessories, and attachments. Provide tolerances, dimensions, settings and adjustments required. Instructions shall include a combination of text and illustrations.

6. Spare Parts and Supply Lists

a. Include lists of spare parts and supplies required for maintenance and repair to ensure continued service or operation without unreasonable delays. Special consideration is required for facilities at remote locations. List spare parts and supplies that have a long lead-time to obtain.

C. Corrective Maintenance Work-Hours

1. Include manufacturer's projection of corrective maintenance work-hours including requirements by type of craft. Corrective maintenance that requires completion or participation of the equipment manufacturer shall be identified and tabulated separately.

D. Appendices

1. Provide information required below and information not specified in the preceding paragraphs but pertinent to the maintenance or operation of the product or equipment. Include the following:

a. Parts Identification

1) Provide identification and coverage for all parts of each component, assembly, subassembly, and accessory of the end items subject to replacement. Include special hardware requirements, such as requirement to use high-strength bolts and nuts. Identify parts by make, model, serial number, and source of supply to allow reordering without further identification. Provide clear and legible illustrations, drawings, and exploded views to enable easy identification of the items. When illustrations omit the part numbers and description, both the illustrations and separate listing shall show the index, reference, or key number that will cross-reference the illustrated part to the listed part. Parts shown in the listings shall be grouped by components, assemblies, and subassemblies in accordance with the manufacturer's standard practice. Parts data may cover more than one model or series of equipment, components, assemblies, subassemblies, attachments, or accessories, such as typically shown in a master parts catalog.

b. Warranty Information

1) List and explain the various warranties and include the servicing and technical precautions prescribed by the manufacturers or contract documents in order to keep warranties in force.

c. Personnel Training Requirements

1) Provide information available from the manufacturers that are needed for use in training designated personnel to properly operate and maintain the equipment and systems.

d. Testing Equipment and Special Tool Information

1) Include information on test equipment required to perform specified tests and on special tools needed for the operation, maintenance, and repair of components.

e. Contractor Information

1) Provide a list that includes the name, address, and telephone number of the General Contractor and each Subcontractor who installed the product or equipment, or system. For each item, also provide the name address and telephone number of the manufacturer's representative and service organization most convenient to the project site. Provide the name, address, and telephone number of the product, equipment, and system manufacturers.

1.3 SCHEDULE OF OPERATION AND MAINTENANCE DATA PACKAGES

A. Furnish the O&M data packages specified in individual technical sections.

1. Data Package 3

a. Safety precautions

b. Parts identification

c. Emergency operations

d. Lubrication data

e. Troubleshooting guides and diagnostic tech

f. Spare parts and supply list

g. Warranty information

h. Contractor information

i. Environmental conditions

j. Preventive maintenance plan and schedule

k. Wiring diagrams and control diagrams

l. Maintenance and repair procedures

m. Removal and replacement instructions

n. Test equipment and special tool information

PART 2 PRODUCTS

NOT USED

PART 3 EXECUTION

SECTION 05 40 00

LIGHT GAUGE METAL FRAMING

PART 1 GENERAL

1.1 DESCRIPTION

A. The intent of this Section is to establish the standard of quality for materials, fabrication and erection of light gauge studs, track, floor joist, roof trusses, bridging and related accessories to complete the work as indicated on the Drawings and described in the Specifications.

B. Related Requirements Specified Elsewhere

1. Section 01300 - Submittals

2. Section 01600 - Material and Equipment

3. Section 09250 - Gypsum Drywall

1.2 APPLICABLE STANDARDS

A. American Iron and Steel Institute (AISI): Design of Cold Formed Steel Structural Members.

B. American Welding Society (AWS): Welding in building Construction.

C. American Society for Testing and Materials (ASTM), D. Building Code as applicable.

E. American Institute of Steel Construction (AISC): Manual of Steel Construction.

1.3 SUBMITTALS

A. Shop Drawings

1. Prior to fabrication of framing, the Contractor shall submit fabrication and erection drawings to the Architect for review. Drawings shall be prepared under the supervision of and certified by a Professional-Engineer registered in Mississippi.

2. Indicate all member gauges, spacing and sizes.

3. Indicate shop and field assembly details including cut and connections.

4. Indicate type and location of all welds, bolts and fastening devices.

5. Shop drawings shall indicate all prefabricated framing with individual panel drawings for each condition.

B. Structural Calculations: Submit suggested structural design calculations as prepared by manufacturer for approval by the Architect. Calculations shall be prepared by a Professional Engineer registered in Mississippi.

1.4 QUALITY ASSURANCE

A. For purposes of designating type, sizes and quality for the work under this Section, Drawings and Specifications are based on products manufactured or furnished by INRYCO/Milcor Steel Framing Systems. Sizes and shapes shown on Drawings are to be considered the minimum structural sections allowable.

B. Products of other manufacturers similar to those specified herein will be acceptable for use on the project when approved in writing by the Architect. Supporting technical literature, samples, drawings and performance data sheets must be submitted for comparison.

C. Products for use on this project shall be of one manufacturer unless noted specifically otherwise herein.

PART 2 MATERIALS

2.1 FRAMING MEMBERS

A. All framing members shall be of the type and size as shown on the Drawings. Minimum 18 gauge.

B. All painted studs 12, 14 and 16gauge, shall be formed from steel that corresponds to the requirements of ASTM A570 with a minimum yield of 50,000psi.

C. All painted 18 and 20 gauge studs, and all painted track, bridging, end closures and accessories shall be formed from steel that corresponds to the requirements of ASTM A611, Grade C with a minimum yield of 33,000psi.

D. All painted material and accessories shall be primed with rust inhibitive paint meeting the performance requirements of TT-P-636C.

E. The physical and structural properties listed by the Milcor Division of INRYCD, Inc., shall be considered the minimum permitted for all framing members. Specifically, the following minimum properties, calculated in accordance with the latest AISI Specification shall be provided.

Components Ix (in.4), Resisting Moment (in.-lb.).

TYPICAL MEMBERS Ix Mx

C6 x 16 2.972 29.730

C6 x 18 12.406 15.870

C4 x 16 1.151 17.250

C4 x 18 934. 9.246

JWE 10 x 14 16.763 100.590

JWE 8 x 14 9.816 73.620

JB x 14 7.450 55.860

JB x 16 6.042 45.330

JB x 18 4.881 23.485

METAL DECK (ROOF DECK AND ATTIC CATWALK)

NOT USED

2.3 SUBSTITUTIONS

A. Substitutions shall be made in accordance with the requirements of Section 01600 ¬Material and Equipment.

PART 3 EXECUTION

3.1 FABRICATION

A. Prior to prefabrication of framing, the Contractor shall submit Fabrication and erection drawings to the Architect for approval.

B. Framing components may be pre-assembled into panels prior to erecting. Prefabricated panels shall be square with components and attached in a manner as to prevent racking.

C. All framing components shall be cut squarely for attachment to perpendicular members, or as required for an angular fit against abutting members. Members shall be held positively in place until properly fastened.

D. Axially loaded studs shall be installed in a manner, which will assure that the ends of the studs are positioned against the inside track web, prior to stud and track attachment.

E. Provide insulation equal to that specified elsewhere in all double jamb studs and doubleheader members, which will not be accessible to the insulation contractor.

3.2 ERECTION WALLS

A. Erect framing and panels plumb, level and square in strict accordance with the approved shop drawings.

B. Handling and lifting of prefabricated panels shall be done in a manner as to not cause distortion in any member.

C. Track shall be securely anchored to the supporting structure as shown on the fabrication and erection drawings.

D. At track butt joints, abutting pieces of track shall be securely anchored to a common structural element, or they shall be butt-welded or spliced together.

E. Studs shall be plumbed, aligned and securely attached to the flange or webs of both upper and lower tracks.

F. Jack studs or cripples shall be installed below window sills, above window and door heads, at free standing stair rails, and elsewhere to furnish support, and shall be securely attached to supporting members.

G. Wall stud bridging shall be attached in a manner to prevent stud rotation. Bridging rows shall be spaced according to the manufacturer. Minimum bridging shall be walls Up to 10,-0" height; one row at mid-height. Walls exceeding 10'-O" height; bridging rows spaced not to exceed 5'-O" on center.

H. Framed wall openings shall include headers and supporting studs as shown on the Drawings.

I. Temporary bracing shall be provided until erection is completed.

J. Provide stud walls at locations indicated on Drawings as "shear walls" for frame stability and lateral load resistance.

K. Splices in axially loaded studs shall not be permitted.

L. Provision for structural vertical movement shall be provided where indicated on the Drawings using the INRYCO Vertical Slide Clip or other means in accordance with INRYCO, Inc., recommendations.

3.3 ERECTION (COLD-FORMED STEEL JOISTS)

A. Joists shall be located directly over bearing studs or a load distribution member shall be provided at the top track.

B. Provide web stiffeners at reaction points where indicated by Drawings.

C. Joist bridging shall be provided as shown on Drawings.

D. End blocking shall be provided where joist ends are not otherwise restrained from reaction.

3.4 ERECTION (COLD-FORMED STEEL TRUSSES)

A. Trusses shall be located directly over bearing studs or a load distribution member shall be provided at top track.

B. Trusses shall be laterally supported at all panel points and as shown on Drawings.

3.5 RECOMMENDED EQUIPMENT

A. Cutting

1. A radial arm 7½ hp (3425 rpm) saw with an 18" x 5/32" friction blade, style 9MR, having 280 teeth (10 teeth per inch) is frequently used in the shop. Other suggested shop cutting equipment includes either the radial arm saw or an abrasive cut-off (chop) saw with a reinforced abrasive blade or a band saw.

2. For field cutting and small quantities, a 3 hp worm drive Skill saw equipped with a reinforced abrasive cut-off blade, a band saw or a power band saw will serve satisfactorily.

B. Welding

1. A wire feed type welder is recommended for fastest and most uniform welding in the shop.

Good welds are also obtained with a 3/32" or 1/8" AWS type 6013 or 7014 rod with a welding head of 60-110 amperes depending on the gauge of material and the fit of the parts.

2. For field welding, a 225 amp, 230 volt single phase current are welder may be used.

C. Screw Attachment

1. For screwing of metal to metal, a reversible screw gun capable of handling metal self-tapping screws is acceptable.

2. For attachment of metal to concrete, a self-contained, .22 caliber power driving tool may be used.

3.6 PRODUCTS

A. Furring Channel

1. 7/8” furring channel 18 gauge

2. Hat-shaped furring

3. Standard 12’ channels

4. Manufacturer/ Model No:

a. Dietrich Metal Framing FC-Series for Walls and Ceilings

b. Or approved equal

3.7 CLEAN-UP

A. Remove all debris from site upon completion of work.

SECTION 06 10 00

ROUGH CARPENTRY

PART 1 GENERAL

1.1 SUMMARY

A. Rough carpentry includes carpentry work not specified as part of other sections and which is generally not exposed, except as otherwise indicated. Types of work in this Section include rough carpentry for:

1. Wood nailers and blocking

2. Other rough carpentry indicated

B. Related Sections include the following:

1. Division 6 Section “Finish Carpentry”

2. Division 6 Section “Interior Architectural Woodwork”

1.2 DELIVERY STORAGE, AND HANDLING

A. Keep materials dry at all times. Protect against exposure to weather and contact with damp or wet surfaces. Stack lumber and provide air circulation within stacks.

1.3 PROJECT CONDITIONS

A. Fit carpentry work to other work; scribe and cope as required for accurate fit. Correlate location of furring, nailers, blocking, and similar supports to allow proper attachment of other work.

PART 2 PRODUCTS

2.1 MATERIALS

A. Framing Lumber:

1. Miscellaneous Lumber:

a. Provide wood for support or attachment of other work including bucks, nailers, blocking, furring, stripping and similar members. Provide lumber of sizes shown or specified worked into shapes shown. Grade: Standard or No. 2 Southern Pine.

B. Plywood:

1. Plywood Backing Panels:

a. For mounting electrical or telephone equipment, provide fire retardant treated plywood panels with grade designation, APA C-C Plugged INT with exterior glue, in 3/4" thickness, 6 ply construction.

2.2 ACCESSORIES

A. Fasteners and Anchorages: Provide size, type, material and finish as indicated and as recommended by applicable standards, complying with applicable Federal Specifications for nail, staples, screws, bolts, nuts, washers and anchoring devices.

PART 3 – EXECUTION

3.1 INSTALLATION

A. General Requirements:

1. Discard units of material with defects which might impair quality of work, and units which are too small to use in fabricating work with minimum joints or optimum joint arrangement.

2. Framing lumber and other rough carpentry shall be fitted closely, set accurately to the required lines and levels and shall be secured in place in a rigid and substantial manner.

3. All framing and support members, not indicated or specified, shall be provided as necessary for the proper completion of the work. Spiking, nailing and bolting shall be done in an approved manner; spikes, nails and bolts shall be of the proper size, and care shall be used so as not to split the members.

4. Provide framing to support all edges of covering material.

B. Wood Nailers, and Blocking:

1. Provide wherever shown and where required for attachment of other work. Form to shapes as shown or required and cut as required for true line and level of work to be attached.

Coordinate location with other work involved.

2. Attach to substrates as required to support applied loading. Countersink bolts and nuts flush with surfaces, unless otherwise shown. Build into masonry during installation of masonry work.

3. 12" O.C. along intermediate supports, and 3/8" minimum from panel edge.

SECTION 07 92 00

JOINT SEALANTS

PART 1 GENERAL

1.1 SUMMARY

A. The extent of each form and type of joint sealer is indicated on drawings and by provisions of this section.

B. The applications for joint sealers as work of this section include the following:

1. Wall control joints in non-fire rated walls.

2. Joints between metal door and window frames and adjacent construction.

3. At locations where dissimilar metals and/or materials come together.

4. Other locations indicated.

C. Related Sections include the following:

1. Division 7 Section “Fire-stopping” for sealant for fire rated partitions

1.2 SUBMITTALS

A. Product Literature

1. Submit product data sheets and the manufacturer's installation instructions. If two or more different sealants are to be in physical contact with each other, obtain from each manufacturer confirmation that its product is compatible with the proposed and adjacent products, including any other products which may be used by other sub-contractors. Include primer literature with the submittal document unless the manufacturer's sealant submittal specifically eliminates the need for a primer.

2. If a stain type primer is required for the sealant selected, such information shall be specifically included on submittal documents calling attention to the need for such staining type primer and noting the planned precautions to prevent exposed stain residue.

3. Include Safety Data Sheets for sealants.

B. Color Samples: Submit manufacturer's standard color chart. Submit cured samples of each chosen color for verification of actual color to be installed. Multiple cured samples may be required for selection.

1.3 DELIVERY, STORAGE AND HANDLING

A. Deliver in manufacturer's original unopened container, clearly identifying each product specified, relating it to the product literature submitted.

B. Store in accordance with manufacturer's recommendation, with proper precautions concerning shelf life, temperature, humidity, and similar storage factors to ensure the fitness of the material when installed.

PART 2 PRODUCTS

2.1 MATERIALS

A. General Sealer Performance Requirements

1. Provide colors indicated or, if not otherwise indicated, as selected by Contracting Officer from manufacturer's standard colors. Select materials for compatibility with joint surfaces and other indicated exposures, and except as otherwise indicated, s elect modulus of elasticity and hardness or grade recommended by manufacturer for each application indicated.

B. Type 1: Non-Elastomeric Sealants (Caulking)

1. Single component siliconized acrylic latex caulking compound: ASTM C834, gun grade;

flexible, paintable, non-staining, non-bleeding, acrylic emulsion.

2. Use: Interior sealing around doors and gypsum board.

3. Acceptable Manufacturers/Products:

a. GE Silicones RCS 20

b. Bostik, Chem-Calk 600

c. DAP, Inc., DAP ALEX PLUS Acrylic-latex Caulk Plus Silicone

d. Pecora, AC-20 + Silicone

e. Sonneborn, Sonolac

f. Tremco, Tremflex 834 Acrylic Latex Caulk

C. Type 2: Non-Elastomeric Sanitary Sealant

1. Single component, mildew resistant acetoxy silicone sealant: ASTM C920, gun grade; non-staining.

2. Use: Interior sealing around toilet fixtures, counters, vanities and joints in tile finishes.

3. Acceptable Manufacturers/Products:

a. GE Silicones Sanitary SCS1700

b. Dow Corning 786

c. Tremco Tremsil 200

d. Pecora Corporation 898

D. Type 3 – Elastomeric Sealant:

1. Single component, low-modulus, silyl-terminated elastomeric sealant: ASTM C 920, Type S, Grade NS, Class 25.

2. Use: Sealing exterior joints at door/window frames, EIFS joints.

a. Sonneborn, Sonolastic 150

b. Equal as approved

2.2 ACCESSORIES

A. Primer: Non-staining type, recommended by sealant manufacturer to suit application.

B. Joint Primer/Sealer: Provide type of joint primer/sealer recommended by sealant manufacturer for joint surfaces to be primed or sealed.

C. Sealant Backer Rod: Compressible rod stock of open or closed cell polyethylene or polyurethane as recommended by sealant manufacturer for compatibility with sealant.

D. Bond Breaker Tape: An acceptable polyethylene or similar type bond breaker tape used to prevent three-sided adhesion in locations where backer rod cannot be used.

PART 3 EXECUTION

3.1 EXAMINATION

A. Inspect substrate surface to assure that no bond breaker materials contaminate the surface to which the sealant is to adhere and to ensure that unsound substrates are repaired. Installation of sealant shall be evidence of acceptance of the substrate.

B. Verify joint dimensions prior to installation of the sealant to ensure that all dimensions are within tolerance established in the manufacturer's literature. Unacceptable variations shall be called to the Contracting Officers attention for resolution prior to installing any material.

3.2 PREPARATION

A. Clean joint surfaces immediately before installation of sealant or caulking compound. Remove dirt, insecure coatings, moisture and other substances which could interfere with bond of sealant or caulking compound. Etch concrete and masonry joint surfaces as recommended by sealant manufacturer.

B. Prime or seal joint surfaces where indicated, and where not indicated if recommended by sealant manufacturer, prior to installation of any backer rod or bond breaker tape. Do not allow primer/sealer to spill or migrate onto adjoining surfaces.

3.3 INSTALLATION

A. General: Comply with manufacturer's printed instructions, except where more stringent requirements are shown or specified, and except where manufacturer's technical representative directs otherwise.

B. Set joint filler units full depth of joint or position in joint to coordinate with other work, including installation of backer rods and sealants. Do not leave voids or gaps between ends of joint filler units.

C. Install sealant backer rod for liquid elastomeric sealants, except where shown to be omitted or recommended to be omitted by sealant manufacturer for application indicated in which case a bond breaker tape shall be used to prevent 3 sided adhesion. Apply backer rod using blunt or rounded tools which will ensure a uniform depth without puncturing the material. Use a rod oversized a minimum of 33% for closed cell and 50% for open cell, unless otherwise required by the manufacturer.

D. Employ only proven installation techniques, which will ensure that sealants are deposited in uniform, continuous ribbons without gaps or air pockets, with complete "wetting" of joint bond surfaces equally on opposite sides. Except as otherwise indicated, fill sealant rabbet to a slightly concave surface, slightly below adjoining surfaces, with a smooth, even finish.

E. Install sealant to depths as shown or, if not shown, as recommended by sealant manufacturer but within the following general limitations, measured at center (thin) section of bead.

1. For normal moving joints sealed with elastomeric sealants but not subject to traffic, fill joints to a depth equal to 50% of joint width, but neither more than 1/2" deep nor less than 1/4" deep.

2. For joints sealed with non-elastomeric sealants, fill joints to a depth in range of 75% to 125% of joint width.

F. Spillage: Do not allow sealants or compounds to overflow or spill onto adjoining surfaces or to migrate into voids of adjoining surfaces. Clean adjoining surfaces by whatever means may be necessary to eliminate evidence of spillage.

G. Curing: Cure sealants and caulking compounds in compliance with manufacturer's instructions and recommendations to obtain high early bond strength, internal cohesive strength and surface durability.

SECTION 08 11 13

STEEL DOORS AND FRAMES

PART 1 GENERAL

REFERENCES

NOT USED

1.1 UL 10C (2009) Standard for Positive Pressure Fire Tests of Door Assemblies SUBMITTALS

A. SD-02 Shop Drawings

1. Frames

2. Show elevations, construction details, metal gages, hardware provisions, method of glazing, and installation details.

B. SD-03 Product Data

1. Frames

2. Submit manufacturer's…