P6115585Specs.pdf

DEPARTMENT OF HOMELAND SECURITY

UNITED STATES COAST GUARD

SHORE INFRASTRUCTURE LOGISTICS CENTER

SPECIFICATIONS

FOR

Repair Building Envelope and HVAC-UPH

AT

USCG STATION MONTAUK

MONTAUK, (LI), NEW YORK

SUFFOLK COUNTY

PSN 6115585

DESIGN PROJECT MANAGER: DESIGN TEAM BRANCH CHIEF:

David C. Dill Gerry Gosselin

A. A. Jacobs, P.E.

TECHNICAL DIRECTOR

UNITED STATES COAST GUARD

CIVIL ENGINEERING UNIT PROVIDENCE

475 KILVERT STREET, SUITE 100

WARWICK, RHODE ISLAND 02886

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UPH BUILDING

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ENGINEERING BUILDING

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MULTI-MISSION/STATION BUILDING

DCDill2 Callout DIRECTION OF INLET CHANNEL BETWEEN LAKE MONTAUK AND ATLANTIC OCEAN/BLOCK ISLAND SOUND

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APPROX. PROPERTY LNE OF STATION MONTAUK

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APPROX. CALLED NORTH

REPAIR BUILDING ENVELOPE AND HVAC-UPH, USCG STATION MONTAUK 6115585

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 29 SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19.00 20 TEMPORARY ENVIRONMENTAL CONTROLS

01 77 00.00 20 CLOSEOUT PROCEDURES

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 20 00 FINISH CARPENTRY

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 31 00 HEAVYWEIGHT ASPHALT SHINGLES

07 31 80 WOOD SHINGLE SIDING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 14 00 WOOD DOORS

08 52 00 ALUMINUM CLAD WOOD WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL DOOR LOUVERS

DIVISION 09 - FINISHES

09 35 16 CHEMICAL-RESISTANT QUARRY TILE

09 68 00 CARPETING

09 90 00 PAINTS AND COATINGS

DIVISION 11 - EQUIPMENT

11 44 00 FOOD COOKING EQUIPMENT

DIVISION 12 - FURNISHINGS

12 21 00 WINDOW BLINDS

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

PROJECT TABLE OF CONTENTS Page 1

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

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 15 COMMON PIPING FOR HVAC

23 05 93.00 10 TESTING, ADJUSTING, AND BALANCING OF HVAC SYSTEMS

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 53.00 20 SPACE TEMPERATURE CONTROL SYSTEMS

23 31 13.00 40 METAL DUCTS

23 34 23.00 40 HVAC POWER VENTILATORS

23 81 00.00 20 UNITARY AIR CONDITIONING EQUIPMENT

23 82 16.00 40 AIR COILS

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 20 00 ELECTRICAL DISTRIBUTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 64 FIRE DETECTION AND ALARM SYSTEM, ADDRESSABLE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

DOCUMENT 00 01 15

LIST OF DRAWINGS

04/15

PART 1 GENERAL

1.1 CONTRACT DRAWINGS

Contract drawings are as follows:

DRAWING TITLE

NO.

GENERAL

G001 TITLE SHEET

CIVIL

C101 EXISTING SITE PLAN

ARCHITECTURAL

A101 1ST FLOOR DEMO PLAN

A102 2ND FLOOR DEMO PLAN

A103 1ST FLOOR PLAN

A104 2ND FLOOR PLAN

A105 FLOOR PLANS

A106 FLOOR PLANS

A201 EXTERIOR ELEVATIONS

A202 EXTERIOR ELEVATIONS

A501 SCHEDULES & DETAILS

PLUMBING

P001 GENERAL NOTES & LEGEND

P101 WASTE & VENT PIPINGGALLEY PLANS

P102 RISER DIAGRAM

MECHANICAL

M001 GENERAL NOTES & LEGENDS

M101 HVAC DEMOLITION

M102 HVAC PLANS

M103 DEMO PLANS

M104 HVAC PLANS

M105 DEMO PLANS

M106 HVAC PLANS

M501 UPH PIPING SCHEMATIC

M502 DETAILS

M503 KITCHEN HOOD DETAILS

M601 SCHEDULES 1

M602 SCHEDULES 2

M603 SEQUENCE OF OPERATIONS

ELECTRICAL

E001 LEGEND

E101 SITE PLAN

E102 DEMOLITION PLANS

E103 LIGHTING/POWER PLAN

E104 DEMOLITION PLANS

E105 POWER PLAN

E106 DEMOLITION PLANS

DOCUMENT 00 01 15 Page 1

DRAWING TITLE

NO.

E107 POWER PLAN

E501 FIXTURE SCHEDULE

E701 PANEL SCHEDULES

E702 PANEL SCHEDULES

E703 PANEL SCHEDULES

-- End of Document --

DOCUMENT 00 01 15 Page 2

SECTION 01 11 00

SUMMARY OF WORK

01/08

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work includes correcting deficient HVAC, Building Envelope and interior/exterior lighting conditions at the Unaccompanied Personnel Housing Building (UPH), the Engineering Building (ENG) and the Multi-Mission Building (MMB) located at the USCG Station Montauk, Montauk (LI), New York. A Basis of Design is attached at the end of this section for reference only. The work includes:

1.1.1.1 Base Bid Items

1. Replace HVAC equipment throughout the UPH building.

2. Replace interior corridor lighting in UPH building.

3. Replace exterior windows at the UPH building.

4. Paint the exterior of the UPH building.

5. Replace Galley Hood; provide new equipment that will properly fit under new hood and equipment to meet current mission requirements.

Relocate existing equipment to meet current mission requirements.

6. Replace interior doors and hardware at fire stairs in UPH Building.

7. Replace exterior doors, frames and hardware at UPH , ENG and MMB Buildings.

8. Provide new site and security lighting between buildings and waterfront.

9. Visually inspect and report conditions of abandoned piping between dishwasher and grease trap.

1.1.1.2 Optional Bid Items

1. Repair piping between dishwasher and grease trap.

2. Replace selected HVAC equipment in the ENG building.

3. Replace selected HVAC equipment in the MMB.

4. Mechanical room combustion and Ventilation modifications in the ENG building.

5. Mechanical room combustion and ventilation modifications in the MMB.

1.1.2 Location

The work shall be located at the U.S. Coast Guard Station Montuak, 69 Star

SECTION 01 11 00 Page 1

Island Road, Montauk, New York, 11954, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.2 EXISTING WORK

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

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

b. 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.

1.3 LOCATION OF UNDERGROUND FACILITIES

The work of the project includes excavation for the removal and installation of piping in areas where buried utilities exist. The contractor shall exercise care and verify the location of all underground utilities in the work area prior to digging to prevent damage to existing utilities to remain.

The contractor shall scan the work area with electromagnetic, sonic or other equipment to locate sub-surface utilities prior to excavation.

Mark the surface of the ground, pier deck or paved surfaces where existing underground utilities are discovered. Verify the elevations of existing piping, utilities, and any type of underground or encased obstruction not indicated to be removed but within the project area to be traversed with other work conducted or installed.

Excavation shall be accomplished by hand digging in areas around existing utilities where other work will be conducted or installed.

1.3.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work.

1.4 SUPERVISION

Have at least one qualified supervisor capable of reading, writing and conversing fluently in the English language on the job site during working hours. In addition, if a Quality Control (QC) representative is required on the contract, then that individual shall also have fluent English communication skills.

1.5 PRECONSTRUCTION CONFERENCE

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule prices, shop drawings, and other submittals, scheduling programming, and prosecution of the work.

Major subcontractors who will engage in the work shall also attend.

SECTION 01 11 00 Page 2

1.6 INSPECTION

The Contractor shall keep the Contracting Officer or duly appointed representative fully informed of contract operations and plans so that a representative may arrange at various times that work is being performed.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 3

Design Analysis – FINAL Submittal Repair Building Envelope & HVAC - UPH USCG, Station Montauk, Montauk (LI), NY

Architectural Basis of Design

I. Exterior UPH Envelope

Modifications to the exterior of the UPH include removal and replacement of windows and doors and frames. Windows selected are double hung, aluminum clad wood windows which are to match the existing architectural style. The new windows shall be impact resistant units complying with ASTM E 1996 Wind Zone 3 Large Missile Level D. All windows will be equipped with full screens and interior mini-blinds.

The new doors frames will be hollow metal and trimmed with wood to match the existing architectural style. The doors will be an insulated hollow metal door which is impact resistant and complying with ASTM E 1996 Wind Zone 3 Large Missile Level D. Panel door style will be provided to match existing architecture.

The entire building will receive a new painted finish. The wood siding will be surface prepped, primed and receive 2 layers of white paint to match the other buildings on site.

II. Interior UPH Renovations

A. Finishes

With the removal of the windows and the replacement of the HVAC equipment the entire exterior wall of each room will be repainted. New wood trim will be placed around windows and PTHP units and primed and painted. The interior wood surfaces of the new windows will also be primed and painted.

Berthing Room 201 will receive complete new finishes including painting walls and ceilings as well as new carpeting and base.

The new interior wood fire doors will be primed and painted to match existing. The new exterior insulated metal doors will be finished likewise and the hollow metal frames will be trimmed with painted wood molding.

If required, the galley floor will be cut and quarry tile removed to install new piping that will access the existing grease trap. New quarry tile to match the existing shall be installed where required.

B. Galley

New equipment that is suited for the kitchen function will be provided to fit under the current footprint of the hood. This will include a smaller range with 4 burners and griddle and the existing deep fat fryer which will be located on a new stand to place at a proper height for use. The dirty dish table and sinks will remain the same. The existing refrigerator and freezer will be relocated to an adjacent storage room to better utilize the dirty dish table and provide space for a new convection oven giving the galley a code compliant and more efficient and suitable layout for the station’s needs.

III. ENG Building Renovations

A. Exterior Modifications All exterior doors and frames shall be replaced with new hollow metal frames and trimmed with wood to match the existing architectural style. The doors will be an insulated hollow metal door which is impact resistant and complying with ASTM E 1996 Wind Zone 3 Large Missile Level D. Panel door style will be provided to match existing architecture.

B. Interior Modifications Minor drywall patching and painting will be done where new refrigerant line and mechanical modifications are made.

IV. MMB Building Renovations

C. Exterior Modifications All exterior doors and frames shall be replaced with new hollow metal frames and trimmed with wood to match the existing architectural style. The doors will be an insulated hollow metal door which is impact resistant and complying with ASTM E 1996 Wind Zone 3 Large Missile Level D. Panel door style will be provided to match existing architecture

D. Interior Modifications Minor drywall patching and painting will be done where new refrigerant line and mechanical modifications are made.

Mechanical Basis of Design

I. Heating, Ventilating, and Air Conditioning Design Criteria

The guiding criteria and reference for the design of the HVAC systems includes:

International Mechanical Code (IMC), 2012 International Plumbing Code (IPC), 2012 International Fuel Gas Code (IFGC), 2012

ASHRAE 90.1-2007

ASHRAE 62.1- 2007

ASHRAE 55 - 2004

ASHRAE Advanced Energy Design Guide for Highway Lodging.

ASHRAE standard 62.1-2007 will be followed to provide the building with adequate occupant ventilation and to maintain the indoor air quality. Ventilation of spaces shall comply with ASHRAE standards for indoor air quality and current building code.

Occupancy loads shall be in accordance with the ASHRAE Fundamentals for sensible and latent loads. The number of people shall be based on ASHRAE fundamentals or as defined on the plans. Sheet metal ducted air distribution systems will be designed to be constructed in accordance to SMACNA/ASHRAE standards. Duct sizes shall be based on the equal friction method using 0.1”w.g. per 100 feet of supply ductwork. Return and exhaust ductwork shall be sized using 0.06”w.g. per 100 feet of ductwork.

Outside Design Conditions:: 88°F DB / 79° F WB will be used for the cooling design. 9°F shall be used for the heating design condition.

Indoor Design Conditions: 74°F, 50% RH will be used for cooling design. 70°F will be used for the heating design condition.

II. UPH HVAC Modifications

The current HVAC system serving the UPH building consists of package terminal heat pumps (PTHP) with electric auxiliary heat. The PTHP’s serve the living spaces, game room, weight room, and dining space. When the PTHP’s are in heating mode, the unit draws more amps than the feeding electrical circuits are sized. This causes the circuits to trip. For this reason the PTHP’s cannot be used in the heating season. The exterior walls also have baseboard fin tube radiant heaters. The functionality of the baseboard heat is intermittent and some are non-functional. The PTHP’s and the baseboard heat will be removed. The PTHP’s will be replaced with similar units in the current locations and sizes based on building load calculations. New wall sleeves and thermostats will be provided.

The PTHP’s will be equipped with an auxiliary hot water coil to provide supplemental heat in the heating season. Heating output will be controlled with a 3-way control valve and thermostat. Hot water piping will be installed along the exterior walls in each room where the baseboard heat had been previously removed and routed to the hot water coils in the PTHP’s. These pipes will have sheet metal enclosures to conceal the pipes and will be continuous along the perimeter wall.

Currently the general exhaust system serving the 1st floor and the 12 private bathrooms is a constant flow exhaust fan located in the attic. It is assumed that in a normal scenario, approximately half of the PTHP’s will be running at any given time, and bringing outside air into the building. With constant flow exhaust serving the building, the building pressure would be negative, drawing in unconditioned infiltrated air. To reduce the possibility of negative building pressure, a ceiling exhaust fan will be installed in all 12 of the private bathrooms. The exhaust fans will be controlled by a wall mounted timer switch that will automatically turn the exhaust fan off when the preset time by the occupant reaches 0.

Exhaust ducts will be installed from each fan and routed through the attic and terminated in a wall vent cap on the side of the existing dormers. The general exhaust fan located in the attic will be replaced with a smaller exhaust fan to only serve the 1st floor. Duct modification at the fan will be required for installation. The 2 public restrooms on the 1st floor have an existing ceiling exhaust fan and will remain as is. When the PTHP is operating and the EF is off, affected UPH room will be positively pressurized by outside air of PTHP.

The current kitchen hood is not large enough for the amount cooking equipment being utilized and is unable to capture all of the grease laden vapors. This hood along with the hood fire protection, grease exhaust duct, exhaust fan, and intake air fan will be removed and replaced. The hood will be sized per the architectural layout of the cooking equipment. The hood package will contain a wet chemical fire protection system, grease filters, lights and duct collars for the exhaust and intake air. The exhaust fan will be sized based on the hood dimensions and the required heat removal from the cooking equipment. There will be a 2-speed exhaust fan to allow a lower exhaust rate when there is low heat cooking or minimal cooking in the kitchen. The hood exhaust duct will be a fully welded steel grease duct and sized to ensure a minimum velocity of 1500 FPM is achieved. A two-speed make-up air unit will be installed along with a duct mounted hot water heating coil to be controlled by the make-up air unit controller. The make-up air unit and the exhaust fan will utilize a combination roof curb. This arrangement will allow for the 3ft vertical separation between the intake air and the exhaust air as required by NFPA 96.

III. Engineering Building HVAC Modifications

The current HVAC system in the engineering building consists of several window air conditioners, baseboard fin tube heating, a split system serving storage on the first floor, and 2 multi-zone ductless split systems. 1 multi-zone split system serves the training room on the second floor. 3 ductless ceiling cassettes are connected to the outdoor condensing unit. The other multi-zone split systems serves the 2nd floor corridor outside of the training room and storage room. 2 wall hung units serve the storage room and a ceiling cassette serves the corridor area. Due to the age of the systems and the predicted service life, these units will be replaced. The indoor ceiling and wall units, refrigerant piping and outdoor condensing units will be replaced. All existing equipment will be replaced with similar equipment and will be sized per building HVAC load calculations. The 2 wall hung units in the storage room will be replaced with 1 wall hung unit relocated to provide better coverage to the room. New refrigerant piping will be routed in the same locations as the existing.

In the boiler room, the current combustion air intake is undersized and does not provide sufficient combustion air for the HW boiler or the domestic HW heater causing intermittent operation. The current roof cap will be removed and the roof opening will be closed and patched. A new opening will be made in the exterior wall for a new louver sized to meet the requirements of the International Fuel Gas Code section 304.6.2. This will be based on an opening of 1in2 of free area per 3000 BTUH of total input of the fuel fired equipment.

IV. Multi-Mission Building HVAC Modifications

The current HVAC system in the Multi-Mission building consists of a ducted split system in the crawl space that serves the 1st floor, baseboard fin tube heating, and 2 multi-zone ductless split systems that serve a telecom room on the 1st floor and the living areas on the 2nd and 3rd floors. 1 multi-zone split system serves the telecom room on the 1st floor, bedroom 203 on the 2nd floor, and bedroom 302 on the 3rd floor. 3 ductless wall hung cassettes are connected to the outdoor condensing unit. The other multi-zone split systems serve bedrooms 201 and 202 on the 2nd floor and bedroom 301 on the 3rd floor. 3 ductless wall hung cassettes are connected to the outdoor condensing unit. These multi-zone systems are currently non-functional and in need of repair. Due to their age and predicted service life, the indoor wall units, refrigerant piping and outdoor condensing units will be replaced rather than repaired. All replacement equipment will be sized per building HVAC load calculations and will be similar equipment as the existing. The telecom room will be replaced with a single zone system and will be no longer connected to the system serving rooms 203 and 302.

V. Energy Efficient Design Features

All specified equipment meets the minimum efficiency requirements outlined in the ASHRAE Advanced Energy Design Guideline for Highway Lodging.

The new kitchen ventilation system, as described above, will utilize a two speed fan for the exhaust fan and the make-up air fan. With a hood mounted switch, the fan speeds can be reduced when heat output from the cooking equipment is low or there is low activity. The reduction in fan speed and exhaust air lowers fan energy, make-up air required, and heat required when tempering the makeup air from outside conditions.

Plumbing Basis of Design

I. UPH Plumbing Modifications

The current grease waste piping in the galley that is routed from the pre-rinse sink and dishwasher to the grease interceptor is not being used. The dishwasher and the pre-rinse sink are connected to a sanitary sewer waste line downstream of the grease interceptor as a result of pervious work performed in the building. This is causing issues in the septic system with large amounts of grease accumulating in the septic tank. An inspection of the grease waste piping in the galley will be performed to determine its condition and if it is suitable for service. Video and camera equipment will be used for this inspection.

If it is determined that the piping is suitable for service, the pre-rinse sink and the dishwasher will be reconnected to sanitary waste piping upstream of the grease interceptor.

If, as a result of the inspection, it is determined the piping is not suitable for service, the grease piping will be replaced with new and the dishwasher and pre-rinse sink will be reconnected. The replacement of the grease waste line will require a shutdown of the kitchen due to the floor slab being saw cut to access the grease line, replacement of the grease line, and repair of the floor. The sanitary sewer line, that the appliances are currently connected to, will be capped at the wall. All pipe sizing and connections will be per International Plumbing Code (IPC) – 2012.

Electrical Basis of Design

I. UPH Building Electrical Modifications

Interior Lighting Existing corridor and stair well light fixtures in the UPH Building will be replaced with new energy efficient LED fixtures.

Power Connections Power connections shall be made to mechanical equipment and kitchen equipment that are being added under this project.

Fire Alarm System Fire alarm system connections shall be made to monitor the vent hood fire suppression system and to automatically shut off the vent hood exhaust fan and supply fan in the event of an alarm condition.

II. Engineering Building Electrical Modifications

Power connections shall be made to mechanical equipment that is being added under this project.

III. Multi-Mission Building Electrical Modifications

Power connections shall be made to mechanical equipment that is being added under this project.

IV. Site Lighting Improvements

Pole mounted LED spot fixtures will be added to wash the UPH and MMB buildings for added security. Security lighting shall be added to the perimeter of the UPH Building, Engineering Building, and the Multi-Mission Building utilizing LED wall mounted fixtures. Two (2) ground-mounted LED spot fixture will be provided to illuminate the Existing Flag pole. Existing WPB Pier Lighting will be upgraded to LED and additional supplemental LED lighting will be added at the WPB Pier.

SECTION 01 14 00

WORK RESTRICTIONS

07/07

PART 1 GENERAL

1.1 SPECIAL SCHEDULING REQUIREMENTS

a. The Station will remain in operation during the entire construction period. The Contractor shall conduct his operations so as to cause the least possible interference with normal operations of the activity.

b. Permission to interrupt any Activity roads, and/or utility service shall be requested in writing a minimum of 5 calendar days prior to the desired date of interruption.

c. The work under this contract requires special attention to the scheduling and conduct of the work in connection with existing operations. Identify on the construction schedule each factor which constitutes a potential interruption to operations.

1.2 SUBMITTALS

Submit the following in accordance with Section 01 33 00, "Submittal Procedures."

SD-01 Preconstruction Submittals

Dust Barriers and Pressurization

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations . Keep within the limits of the work and avenues of ingress and egress. Do not enter any restricted areas unless required to do so and until cleared for such entry. The Contractor's equipment shall be conspicuously marked for identification.

1.3.2 Working Hours

Regular working hours shall consist of an 8 1/2 hour period established by the Contracting Officer Monday through Friday, excluding Government holidays.

1.3.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 5 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours and location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work shall be lighted in a manner approved by the Contracting Officer. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays

SECTION 01 14 00 Page 1 unless directed otherwise.

1.3.4 Occupied and Existing Buildings

The Contractor shall be working in an existing building and around existing buildings which are occupied. Do not enter the buildings without prior approval of the Contracting Officer.

The existing buildings and their contents shall be kept secure at all times. Provide temporary closures as required to maintain security as directed by the Contracting Officer.

Provide dust covers or protective enclosures to protect existing work that remains.

Relocate movable furniture away from the Contractor's working area as required to perform the work, protect the furniture, and replace the furniture in its original location upon completion of the work. Leave attached equipment in place, and protect it against damage, or temporarily disconnect, relocate, protect, and reinstall it at the completion of the work.

1.3.5 Phasing and Sequencing

The project will involve working in occupied buildings that must remain in operation throughout the project. The Contractor shall pay careful attention to scheduling and closing of work areas in each of the buildings.

The UPH Building houses personnel and 10 bedrooms shall be available to personnel at all times throughout the construction period. No work shall start in any bedroom until all equipment and materials are on site. It is anticipated that 2 bedrooms will be available each week for renovations.

The Galley located in the UPH Building shall be shut down a maximum of 3 ½ months (105 days) for renovations but the adjacent dining area should remain open as long as possible and its shutdown shall be scheduled and approved 2 weeks prior to shutdown with the Contracting Officer.

Work on the exterior of the UPH Building shall be coordinated with the interior work so that interior areas are accessed only during the scheduled shutdown time.

Work in the ENG and MMB buildings shall be scheduled and approved 2 weeks prior to shutdown with the Contracting Officer.

1.3.6 Dust Barriers and Pressurization During Construction

Work areas in all buildings shall be negatively pressurized to prevent dust migration. At the Pre-Construction Conference, submit a detailed description of how dust barriers will be constructed and how work areas will be negatively pressurized.

1.3.7 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions during normal working hours.

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

SECTION 01 14 00 Page 2

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, and fire alarm shall be considered utility cutovers.

d. Operation of Station Utilities: The Contractor shall not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The Contractor shall notify the Contracting Officer giving reasonable advance notice when such operation is required.

1.4 SECURITY REQUIREMENTS

1.4.1 Parking

Prohibited on any piers and waterfront areas. Do not park on or block the marked fire lanes at any time. Vehicles may stop on the piers or waterfront areas for 15 minutes for loading and unloading. An exception may be made for vehicles which are part of the equipment needed to do the required work and are attached or connected to the pier of ship; for example, a truck which uses a mounted generator or a vehicle with built-in equipment.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 14 00 Page 3

SECTION 01 32 01.00 10

PROJECT SCHEDULE

07/07

PART 1 GENERAL

1.1 SUBMITTALS

Submit the following in accordance with Section 01 33 00, "Submittal Procedures."

SD-01 Preconstruction Submittals

Construction Schedule

Schedule of Values

1.2 CONSTRUCTION SCHEDULE

Refer to 01 14 00 WORK RESTRICTIONS, regarding construction phasing requirements. Include limitations regarding work in UPH rooms and Galley in Construction Schedule submittal.

At the Pre-Construction Conference, submit a Construction Schedule and Schedule of Values in accordance with FAR Clause 52.236.15. The Schedule of Values shall be based on the actual breakdown of the bid price. The cost of insurance shall not be listed as a separate item but included as part of each item of work. The actual cost of bonds may be paid as the first progress payment when a receipt from the bonding company is presented to the Contracting Officer. For contracts under $25,000, a Schedule of Values is not required. In addition, keep the Government Inspector informed daily of the expected delivery dates for major pieces of equipment and materials.

The Construction Schedule shall clearly indicates the start and completion dates of major work components. The Schedule of Values shall clearly indicate unit value of all major work components.

The Construction Schedule shall incorporate at a minimum the following activities:

a. Mobilization

b. Demobilization

c. Pre-Construction Submittals

d. Work Activities, including Ceiling Removal, Removal of Ductowrk and existing Air Handling Equipment, Opening roof/installing rooftop AHU, installation of new ductwork and equipment, Test, Adjust & Balancing activites, Functional Performance Tests, Training. Weekly "look ahead" schedules shall be provided when on-site construction is planned. Refer to 01 14 00 WORK RESTRICTIONS for additional information and requirements.

e. In-Progress Submittals

f. Final Government Inspection

SECTION 01 32 01.00 10 Page 1

g. Close-Out Submittals; i.e. Testing Balancing Reports, Warranties, Operation and Maintenance Manuals, Posted Instructions

h. Record Drawings

i. Factors which Constitute Potential Interruptions to Facility Operations

Pre-Construction Submittals are those activities which encompass the obtaining, submission, review and approval of submittals necessary prior to the start of the related site work. Contractor shall annotate all such activities into the progress schedule with their forecasted time periods.

These activity periods shall not be exclusive of the contract performance period. No site work shall commence until the respective submittals have been approved.

The value of all major work components within the project shall be identified on the Construction Schedule/Schedule of Values on a unit quantity and unit coast basis, e.g. number of squares and cost per square of roofing, number of lineal feet and cost per lineal foot of conduit, number of panels and cost per panel etc. Lump sum items shall only be paid for when 100% complete.

The Construction Schedule and Schedule of Values as approved by the Government is not a substitute for quantities conveyed by the specification and drawings and those required for a complete job.

Omissions and errors on the Construction Schedule/Schedule of Values are the responsibility of the Contractor.

Payments will not be made until the schedule of prices has been submitted to and approved by the Contracting Officer.

1.3 UPDATED SCHEDULES

Update the construction schedule and equipment delivery schedule at monthly intervals or when schedule has been revised. Reflect any changes occurring since the last update. Submit copies of the purchase orders and confirmation of the delivery dates as directed.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

3.1 PROGRESS UPDATES

3.1.1 General

A revised Construction Schedule and Schedule of Values shall be issued by the Contractor on a monthly basis. In addition, any revisions to the Construction Schedule and Schedule of Values such as modifications or delays shall be reflected by Contractor submission of an updated Construction Schedule and Schedule of Values.

3.1.2 Modifications

When a modification is issued by the Government, record the modification

SECTION 01 32 01.00 10 Page 2 as the last activity of the Construction Schedule and Schedule of Values and include the value of the modification. Adjust the Schedule of Values to reflect the inclusion of the modification. Revise the Construction Schedule portion of the form to annotate the progress change. Enter all modifications in this manner in sequential order.

SECTION 01 32 01.00 10 Page 3

SECTION 01 33 00

SUBMITTAL PROCEDURES

01/08

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal

Shop drawings, product data, samples, and administrative submittals presented for review and approval. Contract Clauses "FAR 52.236-5, Material and Workmanship," paragraph (b) and "FAR 52.236-21, Specifications and Drawings for Construction," paragraphs (d), (e), and

(f) apply to all "submittals."

1.1.2 Types of Submittals

All submittals are classified as indicated in paragraph "Submittal Descriptions (SD)". Submittals also are grouped as follows:

a. Shop drawings: As used in this section, drawings, schedules, diagrams, and other data prepared specifically for this contract, by contractor or through contractor by way of subcontractor, manufacturer, supplier, distributor, or other lower tier contractor, to illustrate portion of work.

b. Product data: Preprinted material such as illustrations, standard schedules, performance charts, instructions, brochures, diagrams, manufacturer's descriptive literature, catalog data and other data to illustrate a portion of work, but not prepared exclusively for this contract.

c. Samples: Physical examples of products, materials, equipment, assemblies, or workmanship that are physically identical to portion of work, illustrating portion of work or establishing standards for evaluating appearance of finished work or both.

d. Administrative submittals: Data presented for reviews and approval to ensure that administrative requirements of project are adequately met but not to ensure directly that work is in accordance with design concept and in compliance with contract documents.

1.1.3 Submittal Descriptions (SD)

SD-01 Preconstruction Submittals

Construction Progress Schedule Submittal register Schedule of values Health and safety plan Work plan Quality control(QC) plan Environmental protection plan

SD-02 Shop Drawings

SECTION 01 33 00 Page 1

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-04 Samples

Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards by which the ensuring work can be judged. Includes assemblies or portions of assemblies which are to be incorporated into the project and those which will be removed at conclusion of the work.

SD-05 Design Data

Design calculations, mix designs, analyses or other data pertaining to a part of work.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. (Testing must have been within three years of date of contract award for the project.)

Report which includes findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports.

SECTION 01 33 00 Page 2

Daily logs and checklists.

Final acceptance test and operational test procedure.

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that product, system or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, installer or subcontractor through Contractor, the purpose of which is to further quality of orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel qualifications.

Confined space entry permits.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and Material Safety Data sheets concerning impedances, hazards and safety precautions.

SD-10 Operation and Maintenance Data

Data that is furnished by the manufacturer, or the system provider, to the equipment operating and maintenance personnel, including manufacturer's help and product line documentation necessary to maintain and install equipment. This data is needed by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

This data is intended to be incorporated in an operations and maintenance manual or control system.

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

1.1.4 Approving Authority

Person authorized to approve submittal.

1.1.5 Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce submittals, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction.

SECTION 01 33 00 Page 3

1.2 SUBMITTALS

Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

Submittal register

1.3 USE OF SUBMITTAL REGISTER

Prepare and maintain submittal register, as the work progresses. Do not change data in columns (c), (d), (e), and (f) as delivered the by Government.

1.3.1 Submittal Register

Submit submittal register. Do not change data in columns (c), (d), (e), and (f) as delivered by the Government. Verify that all submittals required for the project are listed and add missing submittals. Complete the following on the register:

Column (a) Activity Number: Activity number from the project schedule.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (g) Contractor Submit Date: Scheduled date for approving authority to receive submittals.

Column (h) Contractor Approval Date: Date Contractor needs approval of submittal.

Column (i) Contractor Material: Date that Contractor needs material delivered to Contractor control.

1.4 PROCEDURES FOR SUBMITTALS

1.4.1 Reviewing, Certifying, Approving Authority

Government organizations shall be responsible for reviewing and certifying that submittals are in compliance with contract requirements. Approving authority on submittals is the Project Manager unless otherwise specified for specific submittal.

1.4.2 Constraints

a. Submittals listed or specified in this contract shall conform to provisions of this section, unless explicitly stated otherwise.

b. Submittals shall be complete for each definable feature of work;

components of definable feature interrelated as a system shall be submitted at the same time.

c. When acceptability of a submittal is dependant on conditions, items, or materials included in separate subsequent submittals, submittal will be returned without review.

d. Approval of a separate material, product, or component does not

SECTION 01 33 00 Page 4 imply approval of assembly in which item functions.

1.4.3 Scheduling

a. Coordinate scheduling, sequencing, preparing and processing of submittals with performance of work so that work will not be delayed by submittal processing. Allow for potential requirements to resubmit.

1.4.4 Variations

Variations from contract requirements require Government approval pursuant to contract Clause entitled "FAR 52.236-21, Specifications and Drawings for Construction" and will be considered where advantageous to Government.

1.4.4.1 Considering Variations

Discussion with Contracting Officer prior to submission, will help ensure functional and quality requirements are met and minimize rejections and re-submittals. When contemplating a variation which results in lower cost, consider submission of the variation as a Value Engineering Change Proposal (VECP).

1.4.4.2 Proposing Variations

When proposing variation, deliver written request to the Contracting Officer, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to Government. If lower cost is a benefit, also include an estimate of the cost savings. In addition to documentation required for variation, include the submittals required for the item. Clearly mark the proposed variation in all documentation.

1.4.4.3 Warranting That Variation Are Compatible

When delivering a variation for approval, Contractor warrants that this contract has been reviewed to establish that the variation, if incorporated, will be compatible with other elements of work.

1.4.4.4 Review Schedule Is Modified

In addition to normal submittal review period, a period of 5 working days will be allowed for consideration by the Government of submittals with variations.

1.4.5 Contractor's Responsibilities

a. Determine and verify field measurements, materials, field construction criteria; review each submittal; and check and coordinate each submittal with requirements of the work and contract documents.

b. Transmit submittals to Contracting Officer in accordance with schedule on approved Submittal Register, and to prevent delays in the work, delays to the Government, or delays to separate Contractors.

c. Advise Contracting Officer of variation, as required by paragraph entitled "Variations."

SECTION 01 33 00 Page 5

d. Correct and resubmit submittal as directed by approving authority. When resubmitting disapproved transmittals or transmittals noted for resubmittal, the Contractor shall provide copy of that previously submitted transmittal including all reviewer comments for use by approving authority. Direct specific attention in writing or on resubmitted submittal, to revisions not requested by approving authority on previous submissions.

e. Furnish additional copies of submittal when requested by the Contracting Officer, to a limit of 20 copies per submittal.

f. Complete work which must be accomplished as basis of a submittal time to allow submittal to occur as scheduled.

g. Ensure no work has begun until submittals for that work have been returned as "approved," except to the extent that a portion of the work must be accomplished as basis of submittal.

1.4.6 Government Responsibilities

a. Note date on which submittal was received from Contractor on each Contract Item Approval Request Form.

b. Review each submittal; and check and coordinate each submittal with requirements of work and contract documents.

c. Review submittals for conformance with project design concepts and compliance with contract documents.

d. Ensure that material is clearly legible.

e. Review submittals for approval within scheduling period specified and only for conformance with project design concepts and compliance with contract documents.

f. Identify returned submittals with one of the actions defined in paragraph entitled "Actions Possible" and with markings appropriate for action indicated.

1.4.7 Actions Possible

Submittals will be returned with one of the following notations:

a. Submittals marked "approved" "approved as submitted" authorize Contractor to proceed with work covered.

b. Submittals marked "approved" "see below" authorize Contractor to proceed with work as noted provided Contractor takes no exception to the notations.

c. Submittals marked "disapproved" indicate submittal is incomplete or does not comply with design concept or requirements of the contract documents and shall be resubmitted with approved changes. No work shall proceed for this item until resubmittal is approved.

SECTION 01 33 00 Page 6

1.5 FORMAT OF SUBMITTALS

1.5.1 Transmittal Form

Transmit electronically each submittal, except sample installations and sample panels, to office of approving authority. Transmit submittals with transmittal form prescribed by Contracting Officer and standard for project. On the transmittal form identify Contractor, indicate date of submittal, and include information prescribed by transmittal form and required in paragraph entitled "Identifying Submittals." Process transmittal forms to record actions regarding sample installations and panels.

1.5.2 Identifying Submittals

Identify submittals, except sample installations and sample panels, with the following information on each separate component of each submittal and transmittal form. The maximum file size for electronic submittals shall be no larger than 10 MB. Identify each copy of each submittal identically, with the following:

a. Project title and location.

b. Construction contract number.

c. Section number of the specification section by which submittal is required.

d. Submittal description (SD) number of each component of submittal.

e. When a resubmission, add alphabetic suffix on submittal description, for example, SD-10A, to indicate resubmission.

f. Name, address, and telephone number of subcontractor, supplier, manufacturer and any other second tier Contractor associated with submittal.

f. Project identification and location in project.

1.5.3 Format for Product Data

a. Present product data submittals for each section. Include table of contents, listing page and catalog item numbers for product data.

b. Indicate, by prominent notation, each product which is being submitted; indicate specification section number and paragraph number to which it pertains.

c. Supplement product data with material prepared for project to satisfy submittal requirements for which product data does not exist. Identify this material as developed specifically for project.

1.5.4 Format for Shop Drawings

a. Shop drawings are not to be less than 8 1/2 by 11 inches nor more than 30 by 42 inches.

SECTION 01 33 00 Page 7

b. Present 8 1/2 by 11 inches sized shop drawings as part of the submittals required by section. Present larger drawings in sets.

c. Include on each drawing the drawing title, number, date, and revision numbers and dates, in addition to information required in paragraph entitled "Identifying Submittals."

d. Dimension drawings, except diagrams and schematic drawings;

prepare drawings demonstrating interface with other trades to scale. Use the same unit of measure for shop drawings as indicated on the contract drawings. Identify materials and products for work shown.

1.5.5 Format of Samples

a. Furnish samples in sizes below, unless otherwise specified or unless the manufacturer has prepackaged samples of approximately same size as specified:

(1) Sample of Equipment or Device: Full size.

(2) Sample of Materials Less Than 2 by 3 inches: Built up to 8 1/2 by 11 inches.

(3) Sample of Materials Exceeding A4 8 1/2 by 11 inches: Cut down to 8 1/2 by 11 inches and adequate to indicate color, texture, and material variations.

(4) Sample of Linear Devices or Materials: 10 inch length or length to be supplied, if less than 10 inches.