12-0056_RPR_BAY_DRS-_1134-specs_attachment_1.pdf

S P E C I F I C A T I O N

FOR PROJECT

QJVF 12-0056

REPAIR BAY DOORS – 1134

AT

MINOT AIR FORCE BASE, NORTH DAKOTA

PREPARED BY:

5 CES, ENGINEERING FLIGHT

MINOT AIR FORCE BASE, NORTH DAKOTA

JULY 2014

Attachment # 1

FA4528-14-R-0019

TABLE OF CONTENTS

DIVISION 1 - GENERAL REQUIREMENTS PAGES

01 0100 Statement of Work 01 0100-1 thru 7 01 1400 Work Restrictions 01 1400-1 thru 4 01 3000 Submittals 01 3000-1 thru 3

DIVISION 2 - EXISTING CONDITIONS PAGES

02 0720 Minor Demolition 02 0720-1 thru 4

DIVISION 3 THRU 7 – NOT USED

DIVISIONS 8 – OPENINGS

08 3619 Vertical Lift Doors 08 3619-1 thru 4

DIVISIONS 9 – FINISHES

09 9000 Painting 09 9000-1 thru 5

DIVISIONS 10 THRU 14 – NOT USED

DIVISIONS 26 – ELECTRICAL

26 0100 Electrical General Provisions 26 0100-1 thru 3

DRAWINGS:

SHEET 1 of 6 FLOOR PLAN

SHEET 2 of 6 EXISTING SOUTH ELEVATION

SHEET 3 of 6 EXISTING NORTH ELEVATION

SHEET 4 of 6 DOOR ELEVATION

SHEET 5 of 6 DOOR DETAIL- HEAD

SHEET 6 of 6 DOOR DETAIL- JAMB

01 0100-1

DIVISION 1 - GENERAL REQUIREMENTS

SECTION 01 0100

STATEMENT OF WORK

1. GENERAL:

1.1 DESCRIPTION OF WORK: Work of this Contract, Repair Bay Doors-

Building 1134, QJVF 12-0056, comprises at existing High Bay removing three north side and three south side (Total six) existing overhead door assemblies, track, all accessories and door operators; and installing six new vertical lift door assemblies, track, all accessories and door operators located at Minot Air Force Base, North Dakota.

1.1.1 Work shall also include minor demolition work including cutting and removing interior steel bollards.

1.1.2 Work shall also include painting all new door assemblies and required accessories.

1.1.3 Work shall also include all required electrical work to disconnect existing overhead doors; and reconfigure and reconnect new vertical lift doors.

1.2 WORKING AREA: Contractor shall be working in a restricted area.

Contractor shall be escorted at all times when working within this area.

There are special entry requirements to get into and out of this area including any briefings and inspections. Contractor shall provide all required personal information for entry control.

1.2.1 When Contractor removes and replaces one door it shall be done in the same working day. At the end of the work day the door opening and building shall be fully secured.

1.3 EXISTING FACILITIES: Using agencies will occupy existing premises during entire period of repair for the conduct of normal operations.

1.4 CONTRACTOR’S WORK HOURS: Working hours for the Contractor shall normally be between the hours of 7:30 a.m. and 4:00 p.m. excluding Saturdays, Sundays and paid federal holidays. If the Contractor desires to work during periods other than the above, additional Government inspection forces may be required. The Contractor must make his/her request to the Contracting

Officer 3 days in advance of his/her intention to work during other periods to allow assignment of additional inspection forces. If such force is reasonably available, the Contracting Officer may authorize the Contractor to

01 0100-2 perform work during periods other than normal duty hours/days. However, if inspectors are required to perform in excess of their normal duty hours/days solely for the benefit of the Contractor, the actual cost of inspection at overtime rates will be charged to the Contractor. These adjustments to the

Contract price may be made periodically as directed by the Contracting

Officer.

1.5 APPLICABLE PUBLICATIONS: All federal specifications, standards, and other publications shall be of the latest and most current issue at date of

Invitation for Bids (IFB) issuance.

1.6 UTILITY SERVICES AVAILABILITY: All reasonable quantities of water and electricity will be made available to the Contractor without cost.

1.7 CONDUCT: The Contractor shall conduct all work in an orderly manner with a minimum disturbance and inconvenience to normal operations of the

Base.

1.8 SAFETY REQUIREMENTS: The Contractor shall comply with all applicable provisions of the Corps of Engineers Manual EM 385-1-1 entitled, "General

Safety Requirements," and all OSHA, NEC, and Worker's Compensation requirements.

1.9 OTHER CONTRACTOR REQUIREMENTS: In addition to those requirements outlined in this specification, the Contractor is responsible for the following:

1.9.1 The Contractor shall furnish and maintain, on site, the following:

1.9.1.1 Two portable fire extinguishers rated at 2A 20 BC

minimum, and one water type extinguisher.

1.9.1.2 One emergency first aid kit.

1.9.2 Concealed Work: All items of work to be concealed shall be

Government inspected prior to concealment.

1.10 COORDINATION AND VERIFICATION OF DIMENSIONS: The Contractor shall be responsible for coordinating his work so as to minimize interference to the operational equipment and personnel in the building, as the facility will remain operational during construction. Extreme caution shall be exercised to prevent damage to the equipment from dust, water, etc. It shall be the

Contractor’s responsibility to furnish drop cloths and whatever material may be required to keep equipment safe at all times from dust and debris. All salvage material and debris shall be properly disposed of off site, by the

01 0100-3

Contractor, in a manner in accordance with Federal, State, and County rules and regulations.

1.10.1 The Contractor shall visit the premises and thoroughly familiarize himself with the details of the work and conditions prior to starting work. The dimensions that will be given on the drawings are for general reference only and shall be field verified by the Contractor prior to commencement of the work.

1.10.2 Coordinate work of the various Sections of the Specification to ensure efficient and orderly sequence of installation of construction elements, with provisions for accommodating items installed later.

1.10.3 Verify characteristics of elements of interrelated operating interdependent responsibilities for installing, connecting to and placing in service, such equipment.

1.11 QUALITY OF WORKMANSHIP: The various trades involved in performing the work in this project shall be competent and highly skilled in their particular trade. All work shall result in the highest standards of workmanship, safety and quality. The Contracting Officer may, in writing, require the Contractor to remove from the project any employee deemed incompetent, careless, or otherwise objectionable to personal safety, equipment, or the quality of workmanship.

1.12 AS-BUILT DRAWINGS: As-built drawings shall be prepared and submitted to the Contracting Officer as indicated on the AF Form 66. As-built drawings reflect work performed by the Contractor that differs from the contract drawings. It is therefore the Contractor’s responsibility to maintain the drawings in the most current status. Copies of the existing as-built drawings, showing the general arrangement of equipment, electrical, and so forth, will be available to the Contractor upon request to be used for additional information that may be required in performing his work. The

Contractor shall be aware, however, that existing as-builts show approximate locations of equipment only, and actual site conditions may vary from those as shown on existing as-builts.

1.12.1 The Contractor shall maintain a set of redlined full-size, as-built construction drawings marked-up to fully indicate as-built conditions. These drawings shall be maintained in a current condition at all times until completion of the work and shall be available for review by

Government personnel at all times. The location as dimensioned from permanent features, general description and type of material new and existing exterior roof penetrations encountered shall be indicated.

01 0100-4

1.13 SUBMITTALS: Submittals must be submitted by the Contractor within the number of days discussed at the pre-construction meeting. A list will be provided via an AF Form 66 according to Section 01 3000.

1.14 PROTECTION:

1.14.1 Contractor shall monitor weather conditions and progress of work and be prepared to provide protection to occupied spaces below at the end of each day and during sudden changes in weather to prevent damage due to precipitation and/or wind.

1.14.2 Contractor shall provide protection and storage of all materials to be incorporated into project work.

1.14.3 Provide, erect, and maintain barricades, lighting, and guard rails as required to protect occupants of building and workers.

1.15 ENVIRONMENTAL PROTECTION: The Contractor shall comply with applicable federal, state and local laws and regulations governing pollution control and abatement and all applicable provisions of the Corps of

Engineers' Manual EM 385-1-1 entitled, "General Safety Requirements," in effect on the date of solicitation. The Contractor shall comply with the safety provisions of OSHA.

1.16 HAZARDOUS WASTE: Hazardous waste or other materials, as defined by the Resource Conservation and Recovery Act or Applicable Federal, State or local Regulations resulting from the Contractor's operations shall be removed, by the Contractor, off base on a daily basis and be disposed of IAW all applicable Federal and State Regulations.

1.16.1 HANDLING MATERIALS WITH LEAD BASED PAINT: Assume all

existing painted materials contain Lead-Based Paint. Lead-Based Paint (LBP) activities must be performed in accordance with 40 CFR 745 and 29 CFR 1926.

1.17 DISMANTLING, DEMOLITION AND MATERIAL DISPOSITION:

1.17.1 All material resulting from demolition work, except as indicated or specified otherwise, shall become the property of the Contractor and shall be removed from the limits of Minot AFB on a daily basis.

1.17.2 Work shall include furnishing all necessary labor, materials, tools, and equipment necessary to demolish work specified and/or indicated on the drawings and specifications.

1.17.3 Removal of Salvage: Contractor shall remove items to the extent required, with all removed materials and unsalvageable items hauled and disposed of off base. All materials salvaged for reuse shall receive

01 0100-5 prior approval of the Contracting Officer before reuse. Materials not acceptable for reuse shall be disposed of and replaced with new materials as hereinafter specified.

1.17.4 Sequence and method of operation shall be such that maximum practicable protection is provided for personnel, materials, equipment, aircraft and structures to minimize the spread of dust, flying particles, and intrusion of unfavorable weather at all times.

1.17.5 Provide, erect, and maintain barricades, lighting, and guard

1.18 CLEANUP: Contractor shall maintain site and work area clean of all debris resulting from his work at all times. This shall include policing work area each day and removing any wind blown debris or materials from this area of operation. No materials or debris shall be permitted to be burned on the Base. All debris and unsalvageable waste materials shall become property of Contractor, and shall be removed and disposed of off Minot Air Force Base at the close of each day and prior to departure upon completion of a specific building, in an approved landfill for operation under North Dakota Solid

Waste Management Regulation 23-29-01. Debris shall not be permitted to accumulate, unless deposited in an approved manner, and in a covered container.

1.18.1 Clean interior and exterior exposed-to-view surfaces.

1.18.2 Remove temporary protection and labels not required to remain.

1.18.3 Clean finishes free of dust, stains, films and other foreign substances.

1.18.4 Clean transparent and glossy materials to a polished

condition; remove foreign substances. Polish reflective surfaces to a clear shine.

1.19 STORM-WATER REMOVAL: Contractor shall be responsible for removal of water in areas scheduled for daily work performance. Water removal shall be by pumping, siphoning, absorbent mopping, high-pressure air, brooming and/or combinations thereof or other approved methods that shall not cause any damage to building systems, surrounding structures, landscape, etc. All storm water removal shall be in compliance with the Clean Water Act.

1.20 SNOW REMOVAL: Contractor shall be responsible for removal of all snow and ice in areas scheduled for daily work performance. Contractor shall dump snow and ice on ground at locations approved by Government representative. Care should be given by contractor not to damage

01 0100-6 landscaping, ground based equipment or block any sidewalks, driveways, roads or doors.

1.21 PERMITS AND WORK CLEARANCES:

1.21.1 Welding:

1.21.1.1 When any welding, cutting, brazing, or use of any

open flame device is to be used, an AF Form 592 permit must be obtained from the Base Fire Department, 320 Flightline Drive, prior to beginning such work.

1.21.1.2 During such work, a fully charged and operable fire

extinguisher, appropriate for the task, shall be provided by the Contractor.

1.21.2 Clearance Work Request:

1.21.2.1 Contractor shall coordinate with appropriate utility locating agencies, including base communications cable maintenance (Item 1 through 15) of AF Form 103, Base Civil Engineering Work Clearance Request.

AF Form 103 will be given to the Contractor during the pre-construction meeting. Contractor shall complete and follow all instructions on AF Form

103 before start of work on base. A copy of AF Form 103 instructions will be available to the Contractor during the pre-construction meeting.

1.21.2.2 Before any excavation, alteration, or other

construction work is begun, the Contractor shall obtain and fully process an

AF Form 103, Base Civil Engineering Work Clearance Request. The form requires extensive coordination with several base agencies, including furnishing all locations, detailed information, and sketches regarding any proposed excavation(s). Processing a separate request for each planned excavation is required; each phase of processing the form and its attachments shall be completed prior to commencing work involving that phase. The AF

Form 103 shall be prominently displayed on the job site at all times for review by the Contracting Officer and/or his or her designated representative. A copy of the signed form shall be submitted to the

Contracting Officer and a copy to the project inspector. Completion of the

AF Form 103 includes certifying compliance with institutional controls indicated by CEV, coordination in getting the form coordinated, and returning the form to the Environmental office when the project has been completed.

1.21.2.3 Contractor shall schedule a meeting time to meet

with each utility agency at the work site to locate affected utilities.

1.21.2.4 Contractor shall maintain all marked utilities in

the field once they are initially marked by each utility agency. If markings are damaged, Contractor shall request new locates and shall give the locating

01 0100-7 agency 48 hours to perform the new locates. Expenses for time and materials to perform repeat locates shall be borne by the Contractor, unless otherwise approved by the Approving Officer. Cost to do the repeat locates will be deducted from the final invoice. Cost will be calculated using the average shop rate of each agency. In cases where utilities were marked late in the year and operations had to be shut down for winter, marked utilities would still have to be maintained by the Contractor by placing stakes or transcribing the marks on a drawing. When construction resumes, Contractor shall re-mark the site and may request verification of utility locations at no additional cost to him. Off-base utility locates agencies might request additional cost for repeat locates.

1.21.2.5 Clearance request is not valid until signed by the

Approving Officer, block 17 of the AF Form 103. Approving Officer will not sign until all locates are marked and all utility locating agencies signatures are on the form. Excavation work shall commence within 30 days after the Approving Officer's signature; otherwise, clearance request is invalid and a new request is required. Notify Contracting Officer immediately if new utilities were installed by others and not marked after all initial locates are made.

1.21.2.6 Protection of Existing Utilities: The Contractor

shall safeguard and protect from damage all utilities encountered or uncovered during digging, excavation, and backfilling.

1.22 RECYCLING/REUSE OF EXCESS MATERIALS AND CONSTRUCTION AND DEMOLITION

(C&D) DEBRIS: The Contractor shall reuse/recycle excess materials and

Construction and Demolition (C&D) debris to the maximum extent possible.

C&D debris are those excess/residue materials resulting from construction or demolition activity that would normally be discarded to a landfill.

C&D debris includes, but is not limited to soil, rock, vegetation, concrete, asphalt, and building materials such as windows, wood, metal, and roofing materials. The Contractor shall recycle C&D debris resulting from demolition, which shall become the property of the Contractor unless specified otherwise or as determined by the Contracting Officer. Any existing material that is recycled and reused, it’s estimated quantity and weight shall be documented in a submittal for each delivery order.

1.22.1 Materials not to be returned to the Government and all

Contractor-generated rubbish, if not recycled, shall be disposed of by the

Contractor off site at his own expense, and in compliance with applicable environmental codes and regulations of governing authorities.

1.22.2 Reporting Tonnage of C&D Debris: Contractor shall track and report the tonnage of C&D Debris in two categories.

01 0100-8

1.22.3 The C&D recycled/disposed tonnage report shall consist of a written memo with the tonnage of each category (recycled and disposed tonnage) submitted to 5 CES/CEVP through the Contracting Offices. Submit C&D recycled and disposed tonnage report when the project is completed.

1.23 NEW MATERIALS CONTAINING RECYCLED MATERIALS: All new materials that are used for the construction, its recycled quantities and weights shall be documented in a submittal.

END OF SECTION

SECTION 01 1400

WORK RESTRICTIONS

PART 1 GENERAL

1.1 SUBMITTALS

Submit the following in accordance with Section 01 3000 SUBMITTAL

PROCEDURES:.

1.1.1 Preconstruction Submittals

EAL Personnel, Vehicle and Equipment List

1.2 RESTRICTED AREA REQUIREMENTS

1.2.1 General

The project site is located within the Weapons Storage Area (WSA) of Minot Air Force Base (Minot AFB). The WSA is designated as a "Restricted Area" and is enclosed by a security fence with access to the project site from the Base proper available only through the entry control point (ECP) on the fence perimeter.

Due to the WSA security requirements, the contractor's workforce and suppliers (includes personnel, vehicles and equipment) are required to process through the ECP, then escorted to and from the project site, and remain under observation at the project site at all times.

1.2.2 Security Requirements

The contractor shall comply with all security instructions provided by their Government escorts. If a Free Zone is established for the project the contractor shall also comply with the security requirements outlined in the Free Zone letter issued to the contractor.

Cellular telephones, personal computers, any type of USB device (flash drives), and similar devices are not allowed within the WSA.

1.2.3 Contractor Project Management Responsibilities

The contractor shall be responsible for managing their work so that their workforce and suppliers have reasonable access to the project site. The Government will not provide the contractor with additional compensation or contract time for the contractor's lack of reasonable project management that resulted in delays with accessing the project site.

Possible project management measures to allow reasonable access to the project site include:

1. Closely coordinate the processing of workforce and suppliers through the ECP with the Government.

2. Processing workforce and suppliers through the ECP during off-peak demand times (other contractors and Government employees also access the WSA during the day)

3. Minimizing the number of vehicles requiring processing through the ECP. Consideration should be given to store equipment, tools and materials on-site.

4. Working extended hours and off-peak hour workdays if these time frames can be accommodated by the Government.

5. Closely coordinating delivery of time sensitive construction materials (i.e. ready-mix concrete, bituminous concrete, etc.)

Depending on the time of day, the contractor should expect up to 1-1/2 hours processing time one-way through the ECP and escort to the project site.

1.2.4 Entry Authorization List (EAL)

Prior to the notice-to-proceed, the contractor shall provide the Contracting Officer (CO) with information needed to process an entry-authorization-list (EAL) authorizing contractor personnel, vehicles and equipment access to the project site. Each person listed on the EAL will undergo a security background check. Once the CO has received the needed information from the contractor the EAL takes approximately 20 working days to process. The contractor is responsible for managing the approved EAL to include notifying the CO sufficiently in advance when the EAL will expire so a new EAL can be processed. If the contractor desires to add personnel, vehicles or equipment to the EAL all of the previous authorized entries (personnel, vehicles and equipment) require reprocessing and the prior EAL is invalid.

1.2.4.1 EAL Personnel, Vehicle and Equipment List

The contractor shall submit to the CO a list showing the full name (exactly as it appears on the identification), birth date, Social Security Account Number (SSAN), and two (2) forms of credentialed identification (ID) for each employee or supplier being utilized for the on-site work (one of which must be photograph). Only the following are acceptable: passport, state issued driver's license, state issued photograph identification, Social Security card, or Base identification (if issued for prior on-base work only). The contractor shall include with the EAL submittal a photocopy of all of the IDs to be used. One of the forms of identification shall have a SSAN on it. This list will be used to prepare the EAL referenced above.

Supervisors and superintendents shall be identified as such on the contractor's list for identification on the EAL.

The contractor shall also submit to the CO a list showing the year, make/model, license number and state licensed, and color of vehicles utilized for on-site work.

In addition, the contractor shall submit to the CO a list showing a description, make, model and serial number of equipment utilized for on-site work.

Deletions to the EAL may be made without preparing a new list but must be requested by the contractor in writing. However, a new list shall be submitted by the contractor for any addition or change to the EAL.

1.2.5 Entry Control Point Access

Upon arrival to the WSA public parking areas on the outside of the security fence, the contractor personnel shall wait for their assigned Government escort. Contractor personnel must remain outside of the security fence and in or near their vehicle or at the shelter area located outside of the security fence area until the arrival of the Government escort.

Upon arrival, all contractor personnel will provide the Government escort with two (2) forms of identification as listed above stating the employee's full name and a control ID number (i.e. driver's license number, passport number, social security number (SSAN). These two forms of identification shall be the same two forms of ID used to generate the EAL.

The Government escorts will then process the contractor personnel through the ECP. Processing will include a search of each individual along with their hand carried equipment and vehicle, verification of identification, and a briefing.

The contractor's workforce and suppliers will also be searched and have their identification verified when leaving the WSA.

If contractor personnel are not listed on the EAL, or those who are listed cannot provide proper identification, they will not be permitted on the site. Delays caused by lack of proper EAL information or proper identification shall be at no cost to the Government.

1.2.6 Government Escort

During all time within the WSA, the contractor personnel will be accompanied and continuously monitored by escorts. Failure to remain within the area being monitored is a serious breach of security and safety regulations. The contractor shall take all necessary action to ensure compliance. The Contracting Officer (CO) reserves the right to deny entry to/or take action with any contractor personnel who refuses to conform to security and/or safety regulations. Delays resulting from such entry denial shall not result in any cost to the Government or schedule delay.

1.2.7 Government Exercises

In event of a Government exercise, the contractor may be required to vacate the area of all personnel, equipment, and materials for an indefinite period. The contactor shall notify the Contacting Officer (CO) within 24 hours of being directed to vacate the project site.

1.2.8 Free Zone

The Government may choose to establish a "Free Zone" for the project site.

If established, the Government will set up a cordon surrounding the project site that defines the Free Zone boundary and entry point/s on the Free Zone cordon to provide access into the Free Zone. The purpose of the Free Zone is to allow the contractor's workforce and suppliers free movement within the defined Free Zone boundary. The Government will monitor the Free Zone cordon boundary and control the entry point/s. The contractor's workforce and suppliers will still be escorted by the Government from the ECP to the Free Zone entry point/s.

If established, the contractor will be issued a Free Zone authorization letter by the Government. The contractor shall comply with all requirements of the Free Zone authorization letter.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

End of Section

01 3000-1

DIVISION 1 - GENERAL REQUIREMENTS

SECTION 01 3000

SUBMITTALS

1.1 PROCEDURES:

1.1.1 The Contractor shall be required to submit items listed in the Submittal Schedule at the end of this section.

1.1.2 Transmit each item under AF 3000, Material Approval Submittal form. Identify contract number, project number, and Contractor. Identify section and paragraph reference for each item submitted with the AF 3000.

Submit five (5) copies unless otherwise required elsewhere in the specification.

1.1.3 Unless specifically stated otherwise elsewhere in this

specification, each submittal shall be approved by the Contracting Officer prior to incorporation of materials into the work.

1.1.4 Contractor shall submit and have approved all required

submittals for each work item before any work can begin.

1.2 MANUFACTURER'S DATA AND SAMPLES: For the following types of submittals when a specific product of a specific manufacturer is identified

(by catalog or product number, pattern, or style) and the Contractor does not desire to propose an alternate product as an equal, where an equal is allowed, a detailed submittal will not be required, but an AF Form 3000 cover sheet will still be required. The Contractor shall submit on an AF Form 3000 a list of submittals for which the specified products will be used. Submit in accordance with procedures identified in 1.1 above.

1.2.1 Product Data: Submit complete manufacturer's literature, which describes all salient characteristics identified as requirements in the specification. Literature, which is not specific to the proposed product, shall be marked to indicate clearly which item is being proposed for use in this contract.

1.2.2 Manufacturer's Certification: Submit a statement from the product manufacturer that proposed products meet the specified standards and other salient characteristics identified as requirements in the

01 3000-2

1.3 TEST DATA: Test results shall be dated and signed by the agency performing the test.

1.4 WARRANTY: Submit detailed warranty information, which identifies specifically items covered as well as exclusions from the warranty and the warranty period. All copies shall be dated and signed by an authorized officer of the company. The officer's name and title shall be typed on the warranty adjacent to the signature.

1.5 MISCELLANEOUS SUBMITTALS: Submittals, which are none of the above types, shall meet the specific requirements identified in the referenced paragraph of the Specification Section identified in the schedule.

SCHEDULE OF MATERIALS SUBMITTALS Project Number Project Title: Solicitation/Contract Number

TO BE COMPLETED BY PROJECT ENGINEER

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REMARKS

APPROVED DISAPPROVED

1 SECTION 01 0100/1.12

AS-BUILT DRAWINGS

2 SECTION 01 0100/1.22

C&D TONNAGE REPORT 5

3 SECTION 01 0100/1.23

RECYCLED CONTENT 5

4 SECTION 01 1400/1.1.1

EAL Information 5

5 SECTION 08 3619/1.3

PRODUCT DATA 5 5 5 5 5 5 5

6 SECTION 09 9000/1.3

PRODUCT DATA 5 5 5 5

7 SECTION 26 0100/1.4.1

AS-BUILT DATA 5

TO BE COMPLETED BY CONTRACT ADMINISTRATOR

QJVF 12-0056 Repair Bay Doors- Bldg 1134

01 3000-3

02 0720-1

DIVISION 2 – EXISTING CONDITIONS/SITEWORK

SECTION 02 0720

MINOR DEMOLITION FOR REMODELING

1.1 WORK INCLUDED:

1.1.1 Work shall include furnishing all necessary labor, materials, tools, and equipment necessary to demolish work specified and/or indicated on the drawings and specifications.

1.1.2 Remove overhead door assemblies, track and accessories.

1.1.3 Cut off existing interior steel pipe bollards with concrete in-fill. Remove concrete in-fill to minimum 4” below existing floor level.

Grind remaining steel pipe flush with existing floor.

1.1.4 Remove any unwanted fasteners, brackets, etc. from existing poured concrete walls around and above existing door openings in High Bay area.

1.1.5 Identify and cap exposed utilities.

1.1.6 Provide temporary partitions to allow continued building occupancy.

1.1.7 All material resulting from demolition work, except as

indicated or specified otherwise, shall become the property of the Contractor and shall be removed from the limits of Minot AFB.

1.2 RELATED WORK:

1.2.1 Section 01 0100: Statement of Work.

1.2.2 Section 08 3619: Vertical Lift Doors.

1.2.3 Section 09 9000: Painting.

1.2.4 Section 05500: Metal fabrication.

1.2.5 Section 26 0100: Electrical General Provisions.

02 0720-2

1.3 PROTECTION:

1.3.1 Do not interfere with use of adjacent rooms and spaces.

Maintain free and safe passage to and from.

1.3.2 Prevent movement or settlement of structure(s). Provide and place bracing or shoring and be responsible for safety and support of structure. Assume liability for such movement, settlement, damage or injury.

1.3.3 Cease operations and notify the Contracting Officer

immediately if safety of structure appears to be endangered. Take precautions to properly support structure. Do not resume operations until safety is restored.

1.3.4 Provide, erect, and maintain barricades, lighting, and guard

2. PRODUCTS:

2.1 MATERIALS:

2.1.1 Except where noted otherwise, maintain possession of

materials being demolished. Immediately remove from site.

3. EXECUTION:

3.1 PREPARATION:

3.1.1 Erect and maintain dustproof partitions as required to

prevent spread of dust, fumes and smoke to other parts of the building. On completion, remove partitions and repair damaged surfaces to match adjacent surfaces.

3.1.2 Carry out demolition work to cause as little inconvenience to adjacent occupied building areas as possible.

3.1.3 Install fencing around openings to protect workers. Post clearly visible warning signs.

3.2 DEMOLITION:

3.2.1 Demolish in an orderly and careful manner as required to accommodate new work.

3.2.2 Perform demolition in accordance with applicable authorities having jurisdiction.

02 0720-3

3.2.3 Repair all demolition performed in excess of that required, at no cost to the Air Force.

3.2.4 Burning of materials on site is not permitted.

3.2.5 Remove from site contaminated, vermin infested or dangerous materials encountered and dispose of by safe means so as not to endanger health of workers and public.

3.2.6 Remove demolished materials, tools and equipment from site upon completion of work.

3.3 DEBRIS CONTROL:

3.3.1 Extreme care will be taken when transporting debris. The

Contractor will be responsible for sweeping and maintaining any and all base roads used as haul routes during construction. Debris shall be removed and transported by the Contractor in a manner as to prevent spillage on streets or adjacent areas.

3.3.2 Regulations: Minot AFB and North Dakota state regulations regarding hauling and disposal shall apply.

3.4 USE OF EXPLOSIVES: Use of explosives will not be permitted.

08 3619 - 1

DIVISION 8 - DOORS AND WINDOWS

SECTION 08 3619

VERTICAL LIFT DOORS

1. GENERAL

1.1.1 Work covered by this Section of the Specification consists of furnishing all labor, equipment and materials to furnish and install the vertical lift doors as shown on the Drawings and specified herein.

1.1.2 Work includes minor demolition of existing overhead door assembly, interior steel pipe bollards and all miscellaneous trim, fasteners, etc.

1.1.2 Work includes disconnecting electrical hookup for old existing door operator and reconnect power for new operator.

1.1.3 Work includes removing existing low voltage wire and

installing and connecting new low voltage wire to new three button controller.

1.2 DESIGN CRITERIA:

1.2.1 Doors, components, and methods of installation shall be designed in accordance with AISC 360 and ANSI/DASMA 102. Maximum wind load deflection of the door shall not exceed the door height in inches divided by

120 and the door width in inches divided by 120. Doors shall be designed to withstand external horizontal wind loads of 25 pounds per square foot positive load and 25 pounds per square foot negative load in the closed position and designed to operate during design wind load.

1.3 REFERENCES:

1.3.1 AISC 360- Specifications for Structural Steel Buildings.

1.3.2 ASTM A123- Standard Specification for Zinc (Hot-Dip

Galvanized) Coatings on Iron and Steel Products.

1.3.3 ASTM A36 Standard Specification for Carbon Structural

Steel.

1.3.4 ASTM A653- Standard Specification for Steel Sheet, Zinc-

Coated (Galvanized) or Zinc-Iron Alloy-Coated

(Galvannealed)by the Hot-Dip Process.

1.3.5 ASTM C1363- Standard Test Method for Thermal Performance of

Building Materials and Envelope Assemblies by

Means of a Hot Box Apparatus.

1.3.6 AISC E330- Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform

Static Air Pressure Difference.

08 3619 - 2

1.3.7 ANSI/DASMA102- Specifications for Sectional Overhead- Type

Doors.

1.3.8 NEMA ICS 1- Standard for Industrial Control and Systems:

General Requirements.

1.3.9 NEMA ICS 2- Standard for Controllers, Contractors and

Overload Relays Rated 600 V.

1.3.10 NEMA ICS 6- Enclosures.

1.3.11 NEMA WG 1- Motors and Generators.

1.3.12 NFPA 70- National Electrical Code.

1.3.13 UL 325- Door, Drapery, Gate, Louver, and Window

Operators and Systems.

1.2.1 Section 02 0720 – Minor Demolition For Remodeling.

1.2.2 Section 09 9000 - Painting.

1.2.1 Section 26 0100 – Electrical General Provisions.

1.3 SUBMITTALS:

1.3.1 Product Data: Submit manufacturer’s product data and

installation instructions for each type of vertical lift door. Include both published data and any specific data prepared for this project.

1.3.2 Shop Drawings: Submit shop drawings for approval prior to fabrication. Include detailed plans, elevations, details of framing members, required clearances, anchors, and accessories. Include relationship with adjacent materials.

1.3.3 Manufacturer’s door assembly warranty.

1.3.4 Operation and maintenance manual.

1.3.5 Recycled Content: Submit data for all used and new materials that indicates quantity and weight of all recycled materials that are used in this project as per Section 01 3300.

1.4 QUALITY ASSURANCE:

1.4.1 Vertical lift doors shall be manufactured by a firm with a minimum of five years experience in the fabrication and installation of vertical lift doors.

1.4.2 Installation of vertical lift doors shall be performed by the authorized representative of the manufacturer.

1.4.3 Provide doors, tracks, motors, and accessories from one manufacturer for each type of door. Provide secondary components from source acceptable to the manufacturer of primary components.

08 3619 - 3

1.5 DELIVERY, STORAGE AND HANDLING:

1.5.1 Deliver materials and products in labeled protective packages.

Store and handle in strict compliance with manufacturer’s instructions and recommendations. Protect from damage from weather, excessive temperatures and construction operations.

1.6 MANUFACTURER’S WARRANTY:

1.6.1 Provide Manufacturer’s Standard Warranty on entire vertical lift door assembly and operator.

2.1 MANUFACTURERS:

2.1.1 Doors shall be a three panel insulated steel vertical lift door assembly, Model VL300 as manufactured by Door Engineering and

Manufacturing LLC; or approved equal. Doors shall have a metal/foam/metal panel construction with EPDM thermal break and ship-lap design with rounded water channels.

2.2 MATERIALS:

2.2.1 Structural Steel: ASTM A36

2.2.2 Steel Sheets: Steel sheets of commercial quality, complying with ASTM A366 cold-rolled steel sheet, or A569 hot-rolled steel sheet.

2.2.3 Hardware: Manufacturer’s standard components.

2.2.4 Fasteners: Zinc-coated steel.

2.2.5 Insulation: CFC-free and HCFC-free polyurethane, fully

encapsulated,

2.3 VERTICAL LIFT DOORS:

2.3.1 Construction: Door framing shall be structural steel tube with

14 gauge minimum flat sheet steel on the exterior and interior faces. All frames and framing members shall be true to dimension and square in all directions and no door shall be bowed, warped, or out of line in the vertical or horizontal plane of the door opening by more than 1/8 inch in 20 feet.

Exposed welds and welds which interfere with the installation of various parts shall be ground smooth and flush.

2.3.2 Door Finish: Manufacturer’s standard, factory applied primer paint.

2.3.3 Hardware: Hardware shall include wire rope to be wirecore, 6X37; steel sheaves with roller bearings. Exterior doors shall have side rollers. Counterweight material shall be steel plate.

2.3.3.1 Hardware shall include manual chain hoist that will

manually override electro-mechanical door operator.

08 3619 - 4

2.3.4 Sliding Security Rod: On inside face of bottom panel of each door install two, one on each side, a minimum ½” diameter X 12” sliding security rod of hardened steel with 1” end hook. Bracket for sliding security rod shall be minimum 4” long with 2” wide legs made of 14 gauge sheet steel and continuously welded on all three sides of each leg to inside face of bottom panel. Sliding security rod shall slide into a 1” reinforced hole in the side of door rail.

2.3.5 Weatherstripping: Material shall be adjustable and readily replaceable and provide a substantially weather-tight installation and shall be 1/16” cloth insert neoprene wrapped around a resilient foam core.

2.4 ELECTRO-MECHANICAL OPERATOR:

2.4.1 Each vertical lift door shall be operated by an overhead mounted electro-mechanical drive unit. Operator consists of an electric motor, gear reducer and multiple groove drive sheaves mounted on the counter-weight tower. Operator shall have an override to provide manual operation with a chain pull or hand crank.

2.4.2 Electric motor shall be of sufficient size to operate doors under normal operating conditions at no more than 75 percent of rated capacity. The motor shall be wound for 480 VAC, three phase, 60 Hertz operations.

2.4.3 Electric Controls: Controls shall be furnished by the door manufacturer and shall be complete for each door, and built in accordance with the latest NEMA standards. Control circuits shall not exceed a nominal 110 volts.

2.4.3.1 Controls shall include variable frequency drive to

ramp to door speed up and down during its travel.

2.4.3.2 Enclosures shall be NEMA 4 with disconnect switch.

2.4.3.3 Pushbuttons for each door shall have one three-button pushbutton station marked “OPEN”, “CLOSE” AND “STOP”. “CLOSE” button shall require constant pressure so that removing pressure from the button shall stop the movement of the door. “OPEN” and “STOP” buttons to be momentary contacts.

Push button enclosure shall be in NEMA 4 enclosure.

2.4.3.4 Limit switches shall be provided to stop the travel

of the door in the fully open or fully closed position. They shall be mounted on the side track and actuated by cams on the door.

2.4.4 Safety Edges: Provide electric safety edge on the leading edge of the door to stop the door upon contact with obstruction.

2.4.5 Photo Eyes: Provide NEMA 4x rated thru-beam photo eyes.

2.4.6 Wiring: Door manufacturer shall supply controls only.

Electrical Subcontractor shall install controls and furnish and install conduits and wiring for jobsite power and control wiring.

08 3619 - 5

3.1 INSTALLATION:

3.1.1 Strictly comply with manufacturer’s installation instructions and recommendations. Coordinate installation with adjacent work to insure proper clearances and allow for maintenance.

3.1.2 Door shall be set plumb, level and square, and with all parts properly fastened, mounted, etc. All moving parts shall be tested, adjusted and left in good operating condition.

3.1.3 Instruct user’s personnel in proper operating procedures and maintenance schedule.

3.2 ADJUSTING AND CLEANING:

3.2.1 Test sectional doors for proper operation and adjust as necessary to provide proper operation without binding or distortion.

3.2.2 Touch-up damaged coatings and finishes and repair minor damage. Clean exposed surfaces using non-abrasive materials and methods recommended by manufacturer of material or product being cleaned.

09 9000-1

DIVISION 9 - FINISHES

SECTION 09 9000

PAINTING

1.1.1 Prepare surfaces which are to receive finish.

1.1.2 Finish exterior and interior surfaces of new vertical lift door assemblies to match existing doors.

1.1.3 Paint existing exterior bollards at each new door.

1.2.1 Section 08 3619 – Vertical Lift Doors.

1.3 SUBMITTAL:

1.3.1 Manufacturer's Literature indicating application instructions.

1.3.2 Manufacturer's Certification that the paint supplied meets or exceeds the products/standards specifications.

1.3.3 Manufacturer's color chips indicating selected color or the complete standard range.

1.4 DELIVERY, STORAGE AND HANDLING:

1.4.1 Deliver paint materials in sealed original labeled containers, bearing manufacturer's name, type of paint, brand name, color designation and instructions for mixing and/or reducing.

1.4.2 Provide adequate storage facilities. Store paint materials at minimum ambient temperature of 45 degrees F. (7 degrees C) in well ventilated area.

1.4.3 Take precautionary measures to prevent fire hazards and spontaneous combustions.

09 9000-2

1.5 ENVIRONMENTAL CONDITIONS:

1.5.1 Measure moisture content of surfaces using an electronic moisture meter. Do not apply finishes unless moisture content of surfaces are below manufacturer’s minimum standards.

1.5.2 Provide adequate continuous ventilation and sufficient heating facilities to maintain temperatures above 45 degrees F. (7 degrees C) for

24 hours before, during and 48 hours after application of finishes.

1.5.3 Provide minimum 15 foot candles (162 lx.) of lighting on surfaces to be finished.

1.6 PROTECTION:

1.6.1 Adequately protect other surfaces from paint and damage.

Repair damage as a result of inadequate or unsuitable protection.

1.6.2 Furnish sufficient drop cloths, shields and protective

equipment to prevent spray or droppings from fouling surfaces not being painted and in particular, surfaces within storage and preparation area.

1.6.3 Place cotton waste, cloths and material which may constitute a fire hazard in closed metal containers and remove daily from site.

1.6.4 Remove electrical plates, surface hardware, fittings and fastenings, prior to painting operations. These items are to be carefully stored, cleaned and replaced on completion of work in each area. Do not use solvent to clean hardware that may remove permanent lacquer finish.

2.1 MATERIALS:

2.1.1 Paint, Varnish, Stain, Enamel, Lacquer and Fillers: Type and brand listed herein or equivalent products approved by Contracting Officer.

2.1.2 Paint Accessory Materials: Linseed oil, shellac, turpentine and other materials not specifically indicated herein but required to achieve the finishes specified of high quality.

2.1.3 Paints: Ready-mixed except field catalyzed coatings.

Pigments fully ground maintaining a soft paste consistency, capable of being readily and uniformly dispersed to a complete homogeneous mixture.

2.1.4 Paints to have good flowing and brushing properties and be capable of drying or curing free of streaks or sags.

09 9000-3

2.2 EXTERIOR METAL (Doors, misc. metals, etc.)

2.2.1 First Coat: P&L Exterior Trim Primer or approved equal.

2.2.2 Second Coat: P&L Effecto Enamel or approved equal.

2.2.2.1 Alkyd, Gloss.

2.2.2.2 Nonvolatile % Weight: 58.

2.2.2.3 Nonvolatile % Volume: 44.

2.2.2.4 Dry Mil Thickness: 1.25.

2.2.2.5 TT-E-506.

2.2.3 Third Coat: Same as second coat.

3.1 INSPECTION:

3.1.1 Thoroughly examine surfaces scheduled to be painted prior to commencement of work. Report to Contracting Officer any condition that may potentially affect proper application. Do not commence until such defects have been corrected.

3.1.2 Correct defects and deficiencies in surfaces which may

adversely affect work of this section.

3.2 PREPARATION OF SURFACES:

3.2.1 Remove mildew by scrubbing with solution of tri-sodium

phosphate and bleach. Rinse with clean water and allow surface to dry completely.

3.2.2 Remove dirt, grease and oil from canvas and cotton insulated coverings.

3.2.3 Remove contamination from gypsum wallboard surfaces and prime to show defects, if any. Paint after defects have been remedied.

3.2.4 Remove surface contamination and oils from galvanized surfaces and wash with solvent. Apply coat of etching type primer.

09 9000-4

3.2.5 Remove surface contamination and oils from zinc coated

surfaces and prepare for priming in accordance with metal manufacturer's recommendations.

3.2.6 Remove grease, rust, scale, dirt and dust from steel and iron surfaces. Where heavy coatings of scale are evident, remove by wire brushing, sandblasting or any other necessary method. Ensure steel surfaces are satisfactory before paint finishing.

3.2.7 Clean unprimed steel surfaces by washing with solvent. Apply a treatment of phosphoric acid solution, ensuring weld joints, bolts and nuts are similarly cleaned. Prime surfaces to indicate defects, if any. Paint after defects have been remedied.

3.2.8 Sand and scrape shop primed steel surfaces to remove loose primer and rust. Feather out edges to make touch-up patches inconspicuous.

Clean surfaces with solvent. Prime bare steel surfaces.

3.3 APPLICATIONS:

3.3.1 Apply each coat at an even and proper consistency.

3.3.2 Each coat of paint is to be slightly darker than preceding coat.

3.3.3 Sand lightly between coats to achieve required finish.

3.3.4 Do not apply finishes on surfaces that are not sufficiently dry.

3.3.5 Allow each coat of finish to dry before following coat is applied, unless directed otherwise by manufacturer.

3.3.6 Prime top and bottom edges of metal doors with enamel

undercoat when they are to be painted.

3.4 MECHANICAL AND ELECTRICAL EQUIPMENT:

3.4.1 Remove grilles, covers and access panels for mechanical and electrical systems from location and paint separately.

3.4.2 Finish paint primed equipment to color selected.

3.4.3 Prime and paint insulated and bare pipes, conduits, boxes, insulated and bare ducts, hangers, brackets, collars and supports, except where items are plated or covered with a pre-finished coating.

09 9000-5

3.4.4 Replace identification markings on mechanical or electrical equipment when painted over or splattered.

3.4.5 Paint exposed conduit and electrical equipment occurring in finished areas. Color and texture to match adjacent surfaces.

3.5 CLEANING:

3.5.1 As work proceeds and upon completion, promptly remove paint where spilled, splashed, or spattered.

3.5.2 During progress of work, keep premises free from any

unnecessary accumulation of tools, equipment, surplus materials and debris.

3.5.3 Upon completion of work, leave premises neat and clean, to the satisfaction of the Contracting Officer.

26 0100-1

DIVISION 26 - ELECTRICAL

SECTION 26 0100

GENERAL PROVISIONS

1. GENERAL

1.1 DESCRIPTION

1.1.1 Work Included: The work under Division 26 includes the

furnishing of all plant, labor, equipment, and materials necessary for the satisfactory completion of all electrical work as shown on the drawings and as specified herein.

1.1.1.1 Work includes disconnecting existing operating

motors, removing all required conduit, wiring, fasteners, accessories, etc.

that will not be needed for new installation.

1.1.1.2 Work includes reconfiguring and installing new

conduit, wiring, fasteners and accessories as required for a complete installation of new door assemblies.

1.1.1.3 Work includes reconfiguring and installing new

conduit, wiring, fasteners and accessories as required of low voltage system & pushbutton control station for a complete installation of new door assemblies.

1.2 QUALITY ASSURANCE The installation and testing of the work required per Division 26 shall be performed by thoroughly trained and licensed journeyman electricians completely familiar with the items required and with the manufacturer's recommended methods of installation. (Exception: One registered apprentice electrician may be used for every licensed journeyman electrician used.) An apprentice shall not be allowed to work on site without personal supervision of a licensed journeyman electrician.

1.3 CODES AND STANDARDS

1.3.1 Materials, workmanship and installation shall comply with the latest edition of all applicable codes and industry standards and these specifications.

1.3.2 Codes and standards shall include but not…