CWBSP RELIABLE LEARNING MATERIALS - CWBSP TEST REVIEW

CWBSP Reliable Learning Materials - CWBSP Test Review

CWBSP Reliable Learning Materials - CWBSP Test Review

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NFPA CWBSP Exam Syllabus Topics:

TopicDetails
Topic 1
  • Project Development: In this topic of the CWBSP exam, Water-Based Fire Protection System Designers will be assessed on their ability to understand project scope, identify occupancy types, and review contract documents. Designers will need to demonstrate proficiency in evaluating plans, specifications, and submittal approval requirements, ensuring their capability to manage the foundational stages of a water-based fire protection system design.
Topic 2
  • Survey Existing Systems: This topic tests the designer's skills in reviewing and assessing existing fire protection systems. Designers will be evaluated on their ability to evaluate system components, identify needs, and verify compliance with codes. Additionally, they must demonstrate competence in understanding inspection, testing, and coordinating interfaces between systems to ensure compliance and system adequacy.
Topic 3
  • Hydraulic Calculations: The hydraulic calculations topic evaluates a designer’s understanding of hydraulic formulas and design methods. Designers will be tested on their ability to apply these principles, particularly in evaluating the hydraulically most remote calculation area. This topic is critical to ensuring the efficiency and effectiveness of the fire protection system.
Topic 4
  • Design System Layouts: In this part of the exam, Water-Based Fire Protection System Designers will be tested on their ability to design appropriate water-based fire protection systems. Designers must determine system types, evaluate water supply, and design layouts, including hangers and bracing. The exam will assess compliance with contracts, codes, and standards, as well as coordination with other systems.

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NFPA Certified Water-Based Systems Professionals Sample Questions (Q67-Q72):

NEW QUESTION # 67
An 8 in. (200 mm) Schedule 40 steel main is to be supported from a trapeze hanger. The trapeze hanger is to span between two joists which are 7.5 ft (2.3 m) apart. What is the minimum size of steel pipe the trapeze member is to be made of?

  • A. 2.5 in. (65 mm) Schedule 10 steel pipe
  • B. 2.5 in. (65 mm) Schedule 40 steel pipe
  • C. 3 in. (80 mm) Schedule 10 steel pipe
  • D. 3 in. (80 mm) Schedule 40 steel pipe

Answer: D

Explanation:
For an 8 in. Schedule 40 steel main supported from a trapeze hanger with a 7.5 ft span, a 3 in. Schedule 40 steel pipe for the trapeze member provides sufficient strength and support for the weight of the main and the water it contains.
References: General engineering practices for supporting piping systems, which include selecting hanger sizes based on the span and load, ensuring stability and safety.


NEW QUESTION # 68
A device for use in applications requiring special water discharge patterns, directional spray, or other unusual discharge characteristics, is known as a

  • A. water mist nozzle.
  • B. nozzie.
  • C. CMSA sprinkler.
  • D. special sprinkler.

Answer: D

Explanation:
A special sprinkler is a device for use in applications requiring special water discharge patterns, directional spray, or other unusual discharge characteristics, as defined by NFPA 13. Examples of special sprinklers include residential sprinklers, exposure protection sprinklers, water curtains, and sprinkler-protected glazing.
Special sprinklers have different design and installation requirements than standard spray sprinklers.
References: NFPA 13, 2019 edition, section 3.3.27.1; NFPA 13 Handbook, 2019 edition, page 31.
A special sprinkler is designed for specific applications that require unique water discharge patterns, directional spray, or other specialized discharge characteristics. These sprinklers are tailored for particular fire risks or architectural constraints where standard sprinklers may not provide adequate protection.
References: NFPA 13's definitions and classifications of sprinklers, including special sprinklers for unique fire protection challenges.


NEW QUESTION # 69
How many sprinklers in a townhome style residential occupancy protected in accordance with NFPA 13D with
24 ft (7.3 m) flat, smooth, and horizontal ceilings, with no beams, are required to be calculated for?

  • A. 0
  • B. 1
  • C. 2
  • D. 3

Answer: C

Explanation:
In residential occupancies like townhomes protected under NFPA 13D, the design often includes the calculation of sprinkler coverage based on specific design areas and spacing rules. For a typical room layout, especially with flat and smooth ceilings, at least 2 sprinklers might be required to be calculated to ensure adequate coverage, considering possible obstructions and the layout of living spaces.
References: NFPA 13D guidelines for the installation of sprinkler systems in residential occupancies, including townhomes.


NEW QUESTION # 70
What is the minimum calculated design area for a light hazard sprinkler system protecting an open office space with a noncombustible acoustic ceiling tile installed 6 in. (150 mm) below the bottom of solid wood joists?

  • A. 1,500 ft2 (139.35 m2)
  • B. 3,000 ft2 (278.7 m2)
  • C. 1,950 ft2 (181.1 m2)
  • D. 900 ft2 (83.6 m2)

Answer: A

Explanation:
For a light hazard occupancy like an open office space with a noncombustible ceiling, NFPA 13 typically requires a minimum calculated design area of 1,500 ft². This accounts for the lower fireload and the effective coverage of sprinklers in such environments.
References: NFPA 13 design criteria for light hazard occupancies, which specify the minimum design areas for sprinkler systems based on occupancy type and ceiling configuration.


NEW QUESTION # 71
Using the Hazen-Williams formula, determine the friction loss in 150 ft (45.7 m) of 1 in. (25 mm) black steel schedule
40 pipe, flowing 30 gpm (115 lpm) in a wet system.

  • A. 41.3 psi (2.93 bar)
  • B. 52.2 psi (3.6 bar)
  • C. 57.9 psi (3.99 bar)
  • D. 27.5 psi (1.89 bar)

Answer: D

Explanation:
Using the Hazen-Williams formula, the friction loss in 150 feet of 1-inch black steel schedule 40 pipe flowing
30 gpm in a wet system would be approximately 27.5 psi. This calculation considers the pipe's material, size, length, and flow rate.
References: The Hazen-Williams formula is commonly used in fire protection engineering to estimate friction loss in water pipes based on material, diameter, flow rate, and length.


NEW QUESTION # 72
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