This is a student-generated Capstone Project e-Portfolio (CPEP) produced in conjunction with the AE Senior Thesis e-Studio.




~ The Montgomery County Conference Center and Hotel ~
~ Rockville, MD ~

BUILDING STATISTICS

PART 1: Project Data

GENERAL PROJECT DATA:

Building Name:
Montgomery County Conference Center and Hotel, (MCCCH). (also known as Bethesda North Marriott Hotel and Conference Center )
Location and Site:

5701 Marinelli Road , Rockville , MD 20852

The Montgomery County Conference Center and Hotel is located on a twelve-acre plot of land neighboring the White Flint Metro Station (of the Washington D.C. Metro's Red Line) along the Rockville Pike in the North Bethesda/Rockville, MD area. By Metro-rail, downtown Washington D.C. is a fifteen minute ride from the hotel and conference center. The building's site is surrounded by several major shopping areas, like the White Flint Mall, and over two-hundred restaurants. The location is also minutes away from the Washington D.C. Beltway (I-495) and Montgomery County 's Technology Corridor (I-270).

Building Occupant Name:

The conference center portion of this building project has Montgomery County of Maryland as its primary occupant. The hotel is owned by IRP/QDC White Flint Associates, L.L.C. but occupied and operated by Marriot International.

Occupancy / Function Types:
The occupancy/function type of the conference center could be considered a mixed use space with meeting rooms, classrooms, boardrooms, amphitheater, and public open space for exhibit, reception, and pre-function needs. The Marriott run section of the building is simply a hotel space.
Size:
The total building square footage for The Montgomery County Conference Center and Hotel is approximately 240,000 sq. ft. The conference center portion comprises about 100,000 sq. ft. of this total with its 36,000 sq. ft. of meeting space, 24,000 sq. ft. ballroom, and 40,000 sq. ft. of pre-function and service space. The 225 room Marriott Hotel makes up the remaining 140,000 sq. ft. of the total building.
Number of StoriesAbove Grade / Total Levels:
The Marriott Hotel portion of this project consists of ten full stories above grade and one lower level service area below grade. The convention center is two full stories with its main level being fully aboveground and the lower level, partially underground.

PRIMARY PROJECT TEAM:

Building Owners:

Convention Center - Maryland Stadium Authority, Office of Economic Development for Montgomery County.

Marriot Hotel - IRP/QDC White Flint Associates, L.L.C.

Operator:

Architect:

Interior Design:

Structural Engineer:

KTLH Engineers
MEP Engineers:
Engineering Design Group, Golden Engineering, Inc.
Civil Engineer:

Audio Visual Design:

Electro-Media Design, LTD.

Kitchen Design:

Vertical Transportation:

General Contractor / CM:
Mechanical / Plumbing Consultant and Contractor:

Electrical Contractor:

Dates of Construction:

Start – January 2003
Substantial Completion – September 2004
Turnover – October 2004
Grand Opening – November 1, 2004

Actual Cost Information:

Overall Project Cost: $45,000,000
Mechanical/Plumbing: $7,000,000

Project Delivery Method:
Design-Bid-Build

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ARCHITECTURE:

Design and Functional Components / Construction:

The Montgomery County Conference Center and Hotel is the third largest convention center/hotel in the Washington D.C. area.

The conference center contains a total of twenty-one classrooms/meeting rooms and a ballroom that is divisible into eight separate sections by moveable partitions. The ballroom is capable of accommodating 2,535 people for receptions and 1,820 for banquets. The conference center also includes a 130 seat amphitheatre, a full service kitchen, an indoor/outdoor restaurant, and a bar/lounge.

The main level of the Marriott Hotel consists of a lobby/front desk, offices, fitness center, indoor pool, and mechanical and electrical spaces. Levels two through ten of the hotel comprise 225 guest rooms designated as typical, non-smoking, ADA-accessible, or hearing impaired facilitated. The hotel's tenth level also includes a pantry and concierge lounge for guest use. The lower level of the hotel is made up of hotel service space.

The entire conference center/hotel project was designed and built with the intention and ability for future expansion.

Major Building Model
Codes / Standards:

1996 BOCA National Building Code
1997 NFPA 101 The Life Safety Code
1996 International Mechanical Code
1996 National Electric Code
1999 Marriott Hotel Design Standards
1997 Montgomery County Amendments to BOCA National Building Code
1997 Montgomery County Amendments to The Life Safety Code
1997 State of Maryland Amendments to The Life Safety Code

Zoning and Historical Information: New construction on a previously undeveloped site under commercial/residential zoning by Montgomery County of Maryland.
Building Envelope:

The building envelope on the hotel portion of this project is made up of a load bearing structural concrete frame with a plant precast architectural concrete/stone faced precast concrete facade. The windows are architectural aluminum windows with tinted and mirrored glazing.

The building envelope on the conference center consists of a load bearing structural concrete and steel frame with a plant precast architectural concrete/stone faced precast concrete facade. The conference center envelope also includes non-load bearing, glazed aluminum curtain walls and entrance doors as well as the architectural aluminum windows with tinted and mirrored glazing.

The roof system used over the entire building project is a flat concrete roof deck with horizontal waterproofing. The hotel roof includes deck insulation, geotextile fabric, and aggregate ballast. The conference center roof uses a sand bed covered by concrete pavers. Small portions of both roof sections also utilize steel roof deck, fire rated roof board, and elastomeric roof membrane.


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PART 2: Building Systems

Mechanical:

The airside mechanical system for the Montgomery County Conference Center and Hotel consists of eleven air handling units ranging from 1,400 cfm to 50,000 cfm. Eight of the air handling units are located in mechanical rooms throughout the building, two rest on the hotel roof, and one is ceiling mounted in a stairway area. Variable air volume boxes with electric reheat distribute air from the air handling units to all spaces in the two-story conference center, as well as, the restaurant and hotel first floor. Constant volume systems are used in the kitchen, exercise room, pool, and guest corridors/elevator areas on each hotel level. (Two of the three air handling units serving the kitchen area provide makeup air to the kitchen hoods, supplying 100% outdoor air.) Vertical fan coil units are used in each of the hotel guestrooms while other small split system and water cooled air-conditioning units are used in spaces like fire control, telephone, and security rooms.

Two 300 ton/5,000 MBH direct fired absorption chillers with dual fuel natural gas burners provide chilled and hot water to the conference center and hotel. The two chillers are located along with the building's end suction pumps in a mechanical room on the lower level of the conference center. Two 1300 gpm cooling towers assist the chillers and are located on the roof of the hotel.

Electrical:

Electric power for MCCCH is supplied by three incoming utility service feeds, fed through three Pepco pad mounted transformers. Two of the transformers are 120/208V, 3-phase, 4-wire and serve the hotel area's electric and lighting demands. The other transformer is 265/460V, 3-phase, 4-wire and serves the conference center. Three 15-way concrete encased ductbanks connect each transformer to its respective switchboard. Power for the hotel is distributed by two switchboards, each at 2500A and120/208V. The switchboard for the conference center is 4000A and 265/460V. The electrical system for the conference center also contains two step-down transformers at 265/460V//120/208V which are used prior to lighting and electrical outlet power distribution.

A 15KVA, 208V, 3-phase, 4-wire uninterrupted power supply (ups) exists for the conference center main level office/hotel lobby front desk while also acting as another step-down transformer for the conference center. It provides battery powered output for up to 20 minutes after a power failure.

A 500KW, 265/460V, 3-phase, 4-wire, diesel engine emergency generator with built-in 800A main circuit breaker and four automatic transfer switches provides emergency power to the conference center when needed. A 25,000 gallon outdoor fuel oil containment tank exists for this emergency system and is located at the rear of the conference center. Battery powered emergency lighting is used in the hotel.

Lighting:

The interior lighting system for the Montgomery County Conference Center and Hotel incorporates the use of many types of lighting and lighting fixtures in the different spaces throughout the building. The conference center's main areas like the lobby, pre-function, ballroom, conference/classrooms, and main corridors all contain decorative custom fixtures which utilize incandescent lighting. The hotel lobby, restaurant, lounge, and guestroom corridors are also lit by these custom fixtures. The fixtures themselves are designed in a variety of forms like ceiling mounted, pendant, wall sconce, and chandelier. The hotel guestrooms use incandescent lighting while both the conference center and hotel back corridors and service areas make use of 2x2 and 2x4 foot recessed fluorescent fixtures. Compact fluorescents are integrated into battery powered custom fixtures for the hotel's emergency lighting.

Daylighting also plays a significant role inside the conference center portion of MCCCH. Areas such as the lobby and pre-function space have exterior walls almost completely composed of glass, exposing those areas to a great amount of daylight.

The lighting system for the exterior of the building consists of metal halide up-lighting, exterior wall sconces, landscape accent lighting, and incandescent step lighting. Twenty-foot light poles are also strategically placed throughout the parking area surrounding the building.

Structural:

The structural system in the hotel portion of MCCCH consists mainly of reinforced structural concrete columns, beams, and girders in conjunction with two-way concrete slabs on every floor. One-way concrete slabs on metal decking are used near the hotel's empty shaft spaces and floor penetrations due to the possibility of future expansion.

The conference center's structure involves a combination of structural concrete and steel. Certain areas of the conference center utilize concrete walls, columns, beams, girders, and slabs but, open web steel joists are used to span over large areas like the ballroom and main lobby. Structural steel is also used at the two canopy entrances to the conference center.

The lower level roof on the building uses structural steel with metal decking while the upper level roof utilizes structural steel in union with a one-way structural concrete slab. The concrete spread footings for MCCCH rest on geopiers due to the poor soil on which the building sits.

All of the structural concrete used in MCCCH has a design strength of 4000 psi except for the girders which are designed for 5000 psi.

Fire Protection :

Passive:
On the lower level of the conference center, two hour fire-rated walls are used around fire control rooms, stairways, and elevator and mechanical shafts. One hour fire-rated walls are used around storage, electrical, mechanical, and pump rooms. Other areas like classrooms, conference rooms, and the theatre are enclosed by smoke resistive construction.

The fire-rated walls on the upper level of the conference center follow the same design as the lower level except for where the conference center joins the hotel portion of the building. There is a two hour fire-rated wall spanning this entire location.

On the hotel's guestroom floors, two hour fire-rated walls are used around stairways, elevators, and linen closets. One-hour fire separations are located in between each guestroom and one-half hour fire-rated walls divide the guestrooms from the corridors.

Firestopping is used at all slab penetrations and spray-on fireproofing covers the steel beams throughout the building.

Active:
A complete, automatic wet pipe sprinkler system exists for all areas of the Montgomery County Conference Center and Hotel with the exception of spaces sensitive to water or freezing. These locations contain an automatic dry pipe sprinkler system that is ready for operation when connected to a water supply.

Transportation:

MCCCH contains four elevators and two stairways (two elevators and one stairway at each end) that serve all levels in its hotel tower. From the hotel lobby, there are two more stairways which lead to safe exits from the building.

The conference center includes a grand stairway, two escalators, and one elevator at its main entrance. Another elevator and main stairway connect to the conference center from the hotel lobby.

Telecommunications:

Most rooms in the Montgomery County Conference Center and Hotel contain telephone and data cable outlets. Both services enter the building through the main telephone room on the upper level of the conference center. The services are then distributed to telecom closets throughout both the conference center and hotel for further dispersal to individual spaces. Cable television is also provided to the building through the CATV room on the hotel lobby level and is dispersed in the same manner as the telephone and data cable services.

Specialty Systems:

The conference center portion of this building contains an extensive audio/visual system with projectors and speakers mounted in almost every room. The theatre area includes a projector with a large screening area that seats 126 people. Intercom communication is also utilized throughout the conference center spaces.

The kitchen for the Montgomery County Conference Center and Hotel is designed for use by both the hotel restaurant and conference center ballroom. Multiple stoves, ovens, refrigerators, and freezers are strategically placed for maximum ease of use by both parties. Separate wait stations are also incorporated into the design.

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This page was last updated on Thursday, December 2, 2004.
This page was created by Jessica R. Baker and is hosted by the AE Department.