جدار الحريق فى الاسقف المائلة

جدران الحريق فى الاسقف المائلة

لضمان تحقيق الهدف من جدران الحريق يجب تحقيق بعض الشروط فى الاسقف المائلة مع بعض المتطلبات.

المتطلبات :

عندما تكون السقف من جهة واحدة أو كلا الجهتين لجدار الحريق مائلة نحو الجدار الحريق بميل يتجاوز 2 وحدة عمودية في 12 وحدة أفقية (2:12)، فيجب تحقيق بعض المتطلبات و هى تمديد جدار الحريق.

تمديد جدار الحريق بالطريقة التالية :

قياس ارتفاع السقف الموجود على بعد 1200 مم (1.2 متر) من جدار الحريق. إضافة 750 مم (0.75 متر) إلى هذا الارتفاع. يجب أن يمتد جدار الحريق إلى هذا الارتفاع المحسوب. ومع ذلك، إذا أسفر هذا الحساب عن ارتفاع أقل من 750 مم، فإن جدار الحريق يجب أن يمتد على الأقل إلى ارتفاع 750 مم.

المرجع:
1- الكود السعودى 201 : 706.6.2 Buildings with sloped roofs

Requirements for Fire Wall Extension in Buildings with Sloped Roofs

Introduction

Fire Wall Extension in Buildings with Sloped Roofs.

Requirement :

When the roof on one side or both sides of the fire wall slopes towards the fire wall at a slope greater than 2 units vertical in 12 units horizontal (2:12), certain requirements need to be met.

Extension of the Fire Wall

The fire wall needs to extend to a certain height to effectively contain a potential fire. This height is calculated as follows:

1.    Measure the height of the roof located (4 ft.) 1200 mm (1.2 meters) from the fire wall.
2.   Add (30 in.)750 mm (0.75 meters) to this height.
3.  The fire wall should extend to this calculated height.
4.  However, if this calculation results in a height less than (30 in.)750 mm, then the fire wall should still extend to a minimum height of (30 in.) 750 mm.

In essence, the regulation ensures that the fire wall extends to a sufficient height to properly contain any fire that might occur in buildings with sloped roofs, based on the slope of the roof and its proximity to the fire wall.

Reference :

2021 International Building Code (IBC)-706.6.2Buildings with sloped roofs.

SBC 201-2018: 706.6.2 Buildings with sloped roofs

FIRE PUMP CAPACITY AND HEAD RATING

 

The capacity and pressure ratings of fire pumps must be adequate to meet flow and pressure demands consistent with water supply requirements for the property in question. Fire pumps are designed to provide their rated capacity with a safety factor built in (150 percent of rated capacity at 65 percent of rated pressure) to provide some protection in case of greater than-expected demand at the time of a fire.

STANDARD HEAD DISCHARGE CURVES

The shape of the standard head discharge curve of a fire pump is determined by three limiting points: the shutoff, the rating, and the overload.

Shutoff

With the pump operating at rated speed and no flow, the total head of a horizontal centrifugal pump, vertical turbine pump, or an end-suction pump at shutoff must be between 100 and 140 percent of the rated head pressure at the 100 percent flow capacity.
The shutoff point represents the maximum allowable total head pressure. Otherwise, the pump would have a rising or convex characteristic curve. Such pumps are not listed. With a convex curve, there could be two flow points for one pressure.

Rating

The curve should pass through or above the point of rated capacity and head.

 

Overload

At 150 percent of rated flow capacity, the total head pressure should not be less than 65 percent of the rated total head. The curve should pass through or above the overload point. Most fire pumps have curves with a small margin above the theoretical overload, and some models have a cavitation or “break” point in the curve just beyond overload.

Source : NFPA 20

what the benefit of relief valve in fire pump ?

 

relief valve

These are required on the pump discharge line when the operation of the pump can result in excess pressure that would exceed the pressure rating of the fire protection system. The design of this device is very critical to the proper operation of the fire protection water supply. If the pump is oversized for flow and pressure, the main relief valve should not be used to limit the pressure and discharge excess quantities of water during the normal weekly run test and annual flow test. This is of particular importance in climates where there is freezing weather for a portion of the year. In these situations the designer should look further at other pump choices and optional drivers for the pump that will limit the discharge head. A good example is a variable-speed diesel engine or electric motor listed system.

Fire alarm Detector Placement

 

Spot-type detectors are usually installed on the ceiling, not less than 4 in. (0.1 m) from the wall. If their listing permits, they are also permitted to be installed on the wall, with their highest edge no less than 4 in. (0.1 m) and no more than 12 in. (0.3 m) from  the ceiling (Figure 14.2.16).

Where subject to mechanical damage, detectors must be protected. Any mechanical guard used with a smoke or heat detector must be listed for use with the detector. Otherwise, sensor performance may be degraded. Smoke detectors are often required to be set at higher sensitivity when used with plastic or perforated metal guards due to their effect on smoke entry. One manufacturer has a unique metal guard that looks like the series of smoke detectors it protects and that is engineered not to affect detector sensitivity. 

Smoke detectors should not be installed in an air stream from an HVAC supply grill, because that will inhibit smoke from a fire in the protected space from reaching the detector. (The smoke detector would be bathed in a clean air stream when the HVAC supply fan is running.) This can also affect heat detector performance, usually to a lesser degree. Locations adjacent to a return air grill should also be avoided, because returns can affect air circulation patterns in the room so as to inhibit the detection of smoke from low-energy fires.

FIRE ALARM SYSTEM BASICS

 

The basic components of each system are:

1. A system control unit (Figure 14.1.1) 

2. A primary, or main, power supply
3. A secondary, or standby, power supply
4. One or more initiating device circuits or signaling line circuits to which manual fire alarm boxes, sprinkler waterflow alarm initiating devices, automatic fire detectors, and other fire alarm initiating devices are connected
5. One or more fire alarm notification appliance circuits to which audible and visible fire alarm notification appliances, such as bells, horns, stroboscopic lamps, and speakers, are connected
6. Many systems also have an off-premises connection to a central station, proprietary supervising station, remote supervising station, or public fire service communication center by means of an auxiliary fire alarm system

Primary and Secondary Power Supplies

 The primary power is usually supplied by a connection to utility-generated electric power. The  connection must be from a branch circuit dedicated to the fire alarm system. The circuit and connections must be mechanically protected. The circuit disconnecting means must have a red marking, be accessible only to authorized personnel, and be identified as “Fire Alarm Circuit Control.” Inside the fire alarm system control unit, a permanent legend must identify the location of the electrical panel board that contains the circuit disconnecting means.

Secondary power supply for a fire alarm system is required to automatically supply the energy to the system within 30 seconds whenever the primary power supply is not capable
of providing the minimum voltage required for proper system operation.

The size of the secondary supply usually is measured in the amount of time that the secondary supply will operate the system, followed by a prescribed time period for the system to operate in an alarm condition. Local (protected premises), central station, remote station, proprietary, and auxiliary systems must have 24 hours of standby power, followed by 5 minutes of alarm. Emergency voice/alarm communication systems must have 24 hours of standby power, followed by 2 hours of emergency operation. To allow calculation of the power required for 2-hour emergency operation, NFPA 72 specifies that the 2 hours of emergency operation are the equivalent of 15 minutes of operation under full load (i.e., with all input devices and output appliances operating).

Design of Means of Egress

 

Designing a means of egress involves more than numbers, flow rates, and densities. Safe exit from a building requires a safe path of egress from the fire environment.

The path is arranged for ready use in case of emergency and should be sufficient to permit all occupants to reach a safe place before they are endangered by fire, smoke, or heat.

Proper egress design permits everyone to leave the fire-endangered areas in the shortest possible time with efficient exit use. If a fire is discovered in its incipient stage and the occupants are alerted promptly, effective evacuation may take place.

     Maximum permitted evacuation travel distances are related to the occupant characteristics, occupant alertness, and building fire protection. The less capable people are to move, the less alert they are (such as sleeping), and the less protected a building is (such as no automatic sprinkler protection), the shorter the permissible travel distance.

Depending on the physical environment of the structure, the characteristics of the occupants, and the fire detection and alarm facilities, fire or smoke may prevent the use of one means of egress. Therefore, at least one alternative means of egress remote from the first is essential. Provision of two separate means of egress is a fundamental safeguard, except where a building or room is small and arranged so that a second exit would not provide an appreciable increase in safety.

In some proposed egress designs, all the exits discharge through a single lobby at street level, even though this procedure results in egress travel through a common space. This design philosophy presumes that the lobby may be considered a safe area for all future egress needs during the life of the building. Where two remote means of egress are required, this type of egress design is not permitted by the Life Safety Code or by most model building codes.

SOURCE :  FIRE PROTECTIONHANDBOOK