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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	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 3	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 4	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.

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NFPA Certified Water-Based Systems Professionals Sample Questions (Q92-Q97):

NEW QUESTION # 92
What is the maximum allowable water delivery time for a dry pipe system protecting an Ordinary Hazard Group II occupancy?

A. 40 seconds
B. 50 seconds
C. 45 seconds
D. 60 seconds

Answer: B

Explanation:
The maximum allowable water delivery time for a dry pipe system protecting an Ordinary Hazard Group II occupancy is addressed under numeral 8.2.3.6

NEW QUESTION # 93
A restaurant service area has an 18 ft (5.5 m) high T-Bar ceiling throughout. Using quick-response sprinklers in a wet sprinkler system, what is the minimum area and density that should be calculated?

A. 0.10 gpm/900 ft2 (4.1 mm/min over 84 m2)
B. 0.10 gpm/1,080 ft2 (4.1 mm/min over 100.3 m2)
C. 0.15 gpm/1,080 ft2 (6.1 mm/min over 100.3 m2)
D. 0.15 gpm/900 ft2 (6.1 mm/min over 84 m2)

Answer: C

Explanation:
In a restaurant service area with an 18 ft high T-Bar ceiling and using quick-response sprinklers in a wet system, the minimum area and density that should be calculated is typically 0.15 gpm over 1,080 ft² (6.1 mm
/min over 100.3 m²), considering the ceiling height and occupancy.
References: NFPA 13 includes design criteria for various occupancies and ceiling types, guiding the selection of appropriate design area and density for sprinkler systems.

NEW QUESTION # 94
A 4 in. (102 mm) nominal diameter Schedule 10 sprinkler main is to be supported from the structure utilizing a trapeze hanger with a span of 8 ft (2.4 m). Using Schedule 40 pipe for the trapeze hanger, what is the minimum diameter pipe that should be used?

A. 3 in. (75 mm)
B. 2 in. (50 mm)
C. 1.5 in. (40 mm)
D. 2.5 in. (65 mm)

Answer: B

Explanation:
For supporting a 4 in. Schedule 10 sprinkler main with a trapeze hanger spanning 8 ft, a Schedule 40 pipe of at least 2 in. in diameter is typically recommended. This size provides adequate strength for the span and weight of the sprinkler main.
References: Engineering principles and best practices for hanger selection and sizing in sprinkler system installations.

NEW QUESTION # 95
What is the required density for a warehouse with 10 ft (3 m) deep multiple-row racks without an in-rack sprinkler system that contains a nonencapsulated storing Class IlI commodity on wooden pallets and has a storage height of
18 ft (5.4 m) and 8 ft (2.4 m) aisles, and is using standard, ordinary temperature sprinkler heads?

A. 0.33 gpm/ft2 (13 mm/min)
B. 0.52 gpm/ft2 (20.8 mm/min)
C. 0.25 gpm/ft2 (10.2 mm/min)
D. 0.44 gpm/ft2 (17.9 mm/min)

Answer: A

Explanation:
For a warehouse with the described characteristics, a design density of 0.33 gpm/ft² is a common requirement to ensure adequate protection for Class III commodities on wooden pallets, taking into account the storage configuration and commodity type.
References: NFPA 13 guidelines for storage sprinkler system design, which include densityrequirements based on commodity classification and storage arrangement.

NEW QUESTION # 96
What is the required minimum design density/area for protection of floor stacked, idle wood pallets to a height of
8 ft (2.4 m) under a 30 ft (9.1 m) roof deck using high expansion foam with a K11.2 (160) CMDA sprinkler?

A. 0.45 gpm/ft2 (18.3 mm/min) over 1,250 ft2 (115 m2)
B. 0.225 gpm/ft2 (9.15 mm/min) over 1,250 ft2 (115 m2)
C. 0.225 gpm/ft2 (9.15 mm/min) over 2,500 ft2 (230 m2)
D. 0.45 gpm/ft2 (18.3 mm/min) over 2,500 ft2 (230 m2)

Answer: C

Explanation:
For floor-stacked idle wood pallets, a design density of 0.225 gpm/ft² over a minimum design area is typically used for calculating water supply requirements. The larger area option (2,500 ft²) provides a more conservative approach to ensuring adequate protection.
References: Fire protection strategies for storage using NFPA 13 guidelines, considering the specific challenges posed by combustible commodities like wood pallets.

NEW QUESTION # 97
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