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NFPA CWBSP Exam Syllabus Topics:

Topic
Details

Topic 1

• 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.

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

• 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 4

• 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.

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NFPA Certified Water-Based Systems Professionals Sample Questions (Q89-Q94):

NEW QUESTION # 89
If a 2,000 ft2 (186 m2) design area is selected, what design density is required for standard spray, high temperature sprinklers protecting Class IV commodities on a back-to-back shelf storage configuration to 14 ft (4.26 m)?

• A. 0.19 gpm/ft2 (7.8 mm/min)
• B. 0.295 gpm/ft2 (12.0 mm/min)
• C. 0.25 gpm/ft2 (10.2 mm/min)
• D. 0.385 gpm/ft2 (15.6 mm/min)

Answer: B

Explanation:
For Class IV commodities stored on back-to-back shelves up to 14 ft, a design density of 0.295 gpm/ft² for a
2,000 ft² design area is a reasonable requirement. This density provides adequate water coverage for the combustibility and configuration of Class IV commodities.
References: NFPA 13's storage and commodity classification guidelines, which help in determining the required design densities for various storage configurations and commodity types.

NEW QUESTION # 90
What is the minimum design criteria to protect an exposed nonexpanded Group A plastic stored in a solid pile to a maximum height of 15 ft (4.6 m) in a 26 ft (7.9 m) high building? Piles to be stable with closed arrays.

• A. 0.70 gpm/ft2 over 2000 ft2 (28.5 mm/min over 186 m2)
• B. 0.85 gpm/ft2 over 2500 ft2 (34.6 mm/min over 232 m2)
• C. 0.85 gpm/ft2 over 2000 ft2 (34.6 mm/min over 186 m2)
• D. 0.70 gpm/ft2 over 2500 ft2 (28.5 mm/min over 232 m2)

Answer: A

Explanation:
To protect exposed nonexpanded Group A plastic stored in a solid pile up to 15 ft high, a design criteria of
0.70 gpm/ft² over 2000 ft² is typically required. This density and area coverage account for the high combustibility and potential heat release of Group A plastics.
References: NFPA 13's guidelines for storage of combustible commodities, which include specific design criteria for plastics based on their combustibility and storage configuration.

NEW QUESTION # 91
The minimum diameter of a private service main to a hydraulically calculated sprinkler system that also supplies a fire hydrant is

• A. 4 in. (100 mm).
• B. 3 in. (75 mm).
• C. 6 in. (150 mm).
• D. 8 in. (200 mm).

Answer: C

Explanation:
A minimum diameter of 6 inches for a private service main is common when the system also supplies a fire hydrant, ensuring adequate water supply for both the sprinkler system and firefighting needs.
References: NFPA standards and best practices related to water supply requirements for fire protection systems, ensuring sufficient capacity for hydrant and sprinkler system demands.

NEW QUESTION # 92
For an existing antifreeze system without a backflow prevention device, what size hole is required in the check valve separating the supply and the antifreeze?

• A. 1/32 in. (0.79 mm)
• B. 1/8 in.(3.17 mm)
• C. 1/16 in. (1.59 mm)
• D. 1/4 in. (6.35 mm)

Answer: A

Explanation:
If sprinklers are above the level of the water supply to the antifreeze system, a check valve with a 1/32 in. (0.8 mm) hole in the clapper shall be provided in the U-loop.

NEW QUESTION # 93
When utilizing ordinary temperature CMDA sprinkler protection for a single-row rack storage of an unencapsulated Class I commodity stored 15 ft (4.6 m) high without in-rack sprinklers with 8 ft (2.4 m) aisles, what is the minimum design density required?

• A. 0.32 gpm/ft2 (13 mm/min)
• B. 0.86 gpm/ft2 (35 mm/min)
• C. 0.54 gpm/ft2 (22 mm/min)
• D. 0.20 gpm/ft2 (8.1 mm/min)

Answer: D

Explanation:
For single-row rack storage of an unencapsulated Class I commodity stored up to 15 ft high without in-rack sprinklers and with 8 ft aisles, a design density of 0.20 gpm/ft² is commonly used as a starting point in accordance with NFPA 13 guidelines for ordinary hazard occupancies.
References: NFPA 13's commodity classification and design criteria for sprinkler systems, providing guidance on design densities based on the type of storage and commodity classification.

NEW QUESTION # 94
......

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