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Performance Based Design

2016

Articles 1 - 14 of 14

Full-Text Articles in Other Engineering

Sheraton Hotel- Life Safety Report, Raul M. Farfan Jun 2016

Sheraton Hotel- Life Safety Report, Raul M. Farfan

Fire Protection Engineering: Culminating Experience Project Reports

This report evaluates the prescriptive life safety requirements for levels one (1) through four (4) of the Sheraton Hotel in downtown Phoenix. In addition, this report discusses two fire scenarios that evaluate the tenability during egress the in pre-function area on level two (2) and in the main ballroom on level three (3) of the hotel.

The prescriptive standards/codes used to evaluate the hotel are the International Building Code (IBC), International Fire Code (IFC), and applicable standards from the National Fire Protection Association (NFPA). Performance based analysis were conducted using Pathfinder, CFast, and Fire Dynamic Simulator (FDS). Two fire scenarios …


3-Bay Aircraft General Maintenance Hangar- United States Air Force, Zach Ataiyan Jun 2016

3-Bay Aircraft General Maintenance Hangar- United States Air Force, Zach Ataiyan

Fire Protection Engineering: Culminating Experience Project Reports

This report contains a prescriptive design analysis and a performance based design analysis for a newly constructed United States Air Force 3-Bay Aircraft General Maintenance Hangar and support spaces.

The prescriptive design analysis reviews the code requirements for fire suppression, fire alarm, life safety, and structural fire protection. Additionally, the hydraulic demands of the fire suppression system, and the voltage drop and power supply requirements of the fire alarm systems were calculated. The results of the analysis portray a compliant prescriptive design of the fire protection systems.

The performance based design analysis evaluates the hazards in the 3-bay facility for …


Building X- Fire Protection System And Life Safety Evaluation, Anthony W. Sublett Jun 2016

Building X- Fire Protection System And Life Safety Evaluation, Anthony W. Sublett

Fire Protection Engineering: Culminating Experience Project Reports

The fire protection and life safety systems for Building X were evaluated for compliance in accordance with applicable nuclear power plant non-power block regulatory requirements, NEIL, INPO, IBC, and NFPA design requirements, codes, and standards. Building X is a one-story building with two internal balconies with 10 occupants per balcony, which is made of non-combustible materials that also has a partial basement with concrete walls (is normally unoccupied), which houses potable water pumps and piping for the facility. Building X falls under the definition of mixed occupancy per the International Building Code (IBC) and the Life Safety Code (LSC). Since …


Regional Office Building- Fire And Life Safety Analysis, Peter Dwan Jun 2016

Regional Office Building- Fire And Life Safety Analysis, Peter Dwan

Fire Protection Engineering: Culminating Experience Project Reports

This report has two objectives: 1. To confirm that the Fire and Life Safety Systems of a project building satisfy applicable prescriptive code requirements, and 2. To evaluate how the Fire and Life Safety Systems perform when challenged by a credible fire scenario.

The three‐story, 31,430 sq. ft. project building is the regional office for an oil and gas company operating in Western Canada. The building includes an atrium which extends from the ground level, main floor to the third floor.

The Fire and Life Safety Systems within the scope of this study, include:

Fire Detection and Alarms Systems (FDAS) …


Pitkin Charter School, Scott Decker Jun 2016

Pitkin Charter School, Scott Decker

Fire Protection Engineering: Culminating Experience Project Reports

The Loew’s Pitkin building is a renovation of a movie/stage theater built in 1929. Over the next three decades the neighborhood declined and the theater closed in the Nineteen Sixties. The building was then a church for a while and then retail space with the theater auditorium empty. The building was finally abandoned in the Seventies and deteriorated until the early part of the next century. The School board of New York City took possession of the vacant structure and turned it into PS 159. It is a grade school serving grades from kindergarten to fifth grade and special education. …


Analysis Of The Seattle Customer Delivery Center, Cynthia Wernet Jun 2016

Analysis Of The Seattle Customer Delivery Center, Cynthia Wernet

Fire Protection Engineering: Culminating Experience Project Reports

The purpose of this analysis is to assess how the Customer Delivery Center (CDC) satisfies prescriptive design requirements of the 2012 International Building Code (IBC) for fire exiting, structural design, smoke detection, alarm notification and communication and water-based fire suppression. A performance-based analysis is then performed using hand calculations and computer-based models to determine if the available safe egress time exceeds the required safe egress time from the building. In order to complete this analysis, the issued-for-construction design and the contractor submittals were made accessible by the owner’s fire protection engineer and the project management group overseeing construction. These documents …


Office High Rise Building- Fire Protection And Life Safety Analysis, Fabio Renato Zocal Mazza Jun 2016

Office High Rise Building- Fire Protection And Life Safety Analysis, Fabio Renato Zocal Mazza

Fire Protection Engineering: Culminating Experience Project Reports

This project developed the traditional prescriptive-based design analysis of the fire protection features of an existing office high rise building in the city of Sao Paulo, in Brazil. The analysis was then complemented by performance-based analysis of the building. The building is a high rise office located in a metropolitan area, provided also with underground car parking garages and a small theater. The fire protection analysis was conducted based on the local Sao Paulo state fire codes, mainly the Sao Paulo State enactment (Decreto Nº56.819/2011) and Sao Paulo Fire Department Technical Instructions; and, in addition to the local codes, the …


Analysis Of Costco, San Francisco, Ian Levine Jun 2016

Analysis Of Costco, San Francisco, Ian Levine

Fire Protection Engineering: Culminating Experience Project Reports

This report provides an in-depth analysis of the fire safety systems and design considerations of the Costco store located at 450 10th Street in San Francisco, California, satisfying the requirements for completion of the FPE 596 – Culminating Experience in Fire Protection Engineering academic series. The building is introduced, followed by an analysis of the building structure, alarm and detection, egress, and sprinkler systems are designed based on prescriptive code. These systems are then analyzed from a performance based perspective to gain understanding of how the systems will respond to a challenging design fire. Their response is used to determine …


Monticello Office Building- Fire And Life Safety Analysis, Mark James Masciarelli Jun 2016

Monticello Office Building- Fire And Life Safety Analysis, Mark James Masciarelli

Fire Protection Engineering: Culminating Experience Project Reports

A Fire and Life Safety analysis was performed on the existing Monticello Office Building located in Delaware, USA. The Monticello Office Building is a mixed use building that contains office space to support a population of 700 people, dining facilities to accommodate approximately 400 people, and a conference area for up to 125 people. The building is composed of two major components; a five (5) story office wing and a one (1) and two (2) story amenities wing that mainly houses the food service, dining, kitchen, retail and conference areas. A prescriptive analysis of this building was performed to determine …


University Of Southern California Heritage Hall- Fire Protection And Life Safety Analysis, Ivan Popilyanu Jun 2016

University Of Southern California Heritage Hall- Fire Protection And Life Safety Analysis, Ivan Popilyanu

Fire Protection Engineering: Culminating Experience Project Reports

This fire protection and life safety analysis is submitted in partial fulfillment of the requirements for the Master of Science Degree from California Polytechnic State University, San Luis Obispo. The study was performed on the University of Southern California’s Heritage Hall, which includes both a code-determined prescriptive examination and a performance-based analysis. The purpose of this review is to evaluate the Heritage Hall address based on compliance with all applicable codes and standards, as well as the determined occupant tenability criteria. The prescriptive examination of Heritage Hall consisted of the evaluation of all structural fire protection, egress analysis and design, …


Micro-Mechanics: Fire And Life Safety Evaluation, Michael Beam Mar 2016

Micro-Mechanics: Fire And Life Safety Evaluation, Michael Beam

Fire Protection Engineering: Culminating Experience Project Reports

The purpose of this report is to perform a fire and life safety evaluation of an existing building, Micro-Mechanics. The current codes and standards are used to evaluate the following prescriptive fire protection systems including: Occupancy and Hazard Classification, Structural Fire Protection, Egress Analysis, Fire Detection, Alarm and Communication Systems, and Fire Suppression Systems. An evaluation of possible special hazards is discussed to determine if any extra precautions need to be taken to prevent uncontrollable fire or explosions. A performance based analysis is used to evaluate the effectiveness of the prescriptive building systems. Using a combination of computer models including …


Taylor Place- Fire Life Safety Report, Christopher Thomas Mar 2016

Taylor Place- Fire Life Safety Report, Christopher Thomas

Fire Protection Engineering: Culminating Experience Project Reports

This document is a Fire and Life Safety Report on the Taylor Place Dormitory located in Phoenix, Arizona as part of the Arizona State University (ASU) downtown campus. The building was evaluated on a prescriptive basis based on the current City of Phoenix building codes and further evaluated on using performance based methods from the Society of Fire Protection Engineers (SFPE) Handbook and National Fire Protection Association (NFPA) 101 Life Safety Code®.

These building features and systems were evaluated using prescriptive methods:

General construction, fire resistive construction and fire resistive separations Occupancy, Life safety features and building egress Smoke management …


Maintenance Shop Building- Comprehensive Fire Protection Evaluation, Theodore P. Stanton Mar 2016

Maintenance Shop Building- Comprehensive Fire Protection Evaluation, Theodore P. Stanton

Fire Protection Engineering: Culminating Experience Project Reports

The purpose of this report is to analyze the fire protection systems and features of the Maintenance Shop Building (MSB), which is a two story office and training building on the campus of a large industrial facility in central California. The goal of the fire protection systems and features of the Building is to provide occupants with reasonable assurance of safety from fire. This goal can be met by ensuring that occupants not intimate with the initiation of a fire will be able to safely escape from the Building in the event of the fire.

The ability of the MSB’s …


Technical Area 3 - 40; Physics Building- Fire And Life Safety Analysis, Parker Fellows Mar 2016

Technical Area 3 - 40; Physics Building- Fire And Life Safety Analysis, Parker Fellows

Fire Protection Engineering: Culminating Experience Project Reports

A Fire Protection Engineering Analysis was performed on TA‐3‐0040, Physics Building at the Los Alamos National Laboratory in Los Alamos, New Mexico. The goal of the analysis has two parts; first, to examine the buildings fire protection features from a code based prescriptive analysis and second, to examine the building and fire protection features using a performance based design analysis.

Building 40 is a 2 story structure approximately 187,000 square feet. The building was constructed in the mid‐1950s with a first floor, basement, partial sub‐basement, and various mezzanines. Originally, this building was constructed as a non‐combustible type IIB structure according …