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[Hardware] PDD Books PDF - Valid PDD Test Registration

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【Hardware】 PDD Books PDF - Valid PDD Test Registration

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NCARB ARE 5.0 Project Development and Documentation Exam Sample Questions (Q50-Q55):NEW QUESTION # 50

Refer to the exhibit.
For which of the following connections could diagonal bracing be eliminated?
  • A. C
  • B. D
  • C. B
  • D. A
Answer: D
Explanation:
The diagrams depict metal stud or curtain wall connections to structural frames under wind loading. Diagonal bracing can be eliminated when the connection itself provides lateral restraint in both directions.
A: Shows a connection with angles or plates attached to resist both in-plane and out-of-plane forces, creating a moment-resisting connection that can handle wind loads without diagonal bracing.
B, C, D: These connections allow slip or have limited fixity-requiring separate bracing to resist lateral loads.
PDD Reference: ARE 5.0 PDD "Structural Systems-Lateral load resistance in curtain wall and stud framing connections"; AISC Steel Design Guide for cladding attachment; Curtain wall engineering details.

NEW QUESTION # 51
Temporary shoring of a masonry wall should remain in place until what point?
  • A. Horizontal reinforcing is installed
  • B. Lateral bracing connections are complete
  • C. Mortar joints are struck
  • D. Foundations are backfilled
Answer: B
Explanation:
(PDD) Study Guide References:
Temporary shoring in masonry construction supports walls until they gain sufficient stability. It should remain in place until:
The wall is laterally braced or tied back to a stable structure to resist wind and other lateral loads.
Mortar may have hardened but shoring removal depends on the overall stability.
Horizontal reinforcing and backfilling provide some support but do not replace lateral bracing.
Thus, temporary shoring should remain until all lateral bracing connections are complete, ensuring the wall's stability.
Reference:
NCARB ARE 5.0 Review Manual, Construction Methods chapter
Masonry construction standards and OSHA guidelines on temporary shoring

NEW QUESTION # 52
Which of the following documents would the architect need in order to prepare the specifications?
  • A. Legal survey, engineering drawings, and door schedule
  • B. Geotechnical report, building sections, and room finish schedule
  • C. Architectural floor plans, room finish schedule, and traffic management plan
  • D. Legal survey, geotechnical report, and traffic management plan
Answer: B
Explanation:
To prepare project specifications, the architect requires documents that inform about site conditions, building construction, and interior finishes:
Geotechnical report provides soil conditions, foundation recommendations, and site constraints.
Building sections provide detailed information on assemblies, materials, and vertical relationships.
Room finish schedule identifies finishes, materials, and related specifications for interior spaces.
Legal surveys, traffic management plans, and door schedules are important for planning and design coordination but less directly informative for writing specifications.
References:
NCARB ARE 5.0 Review Manual, Project Development and Documentation chapter CSI Construction Specifications Practice guides Project delivery and documentation best practices

NEW QUESTION # 53
An architect is designing a new poured-in-place concrete residential tower with individual condo units. The drawings specify exposed cantilevered concrete balconies with glass guardrail parapets. The exterior wall specifications have already been developed and established. They are now coordinating the specification requirements for construction of the balconies in the project manual.
Which items are required to be specified as part of the balcony scope? (Check the four that apply)
  • A. Furnishings
  • B. Drainage
  • C. Floor finish coating
  • D. Door types
  • E. Guardrail anchoring
  • F. Glazing system
Answer: B,C,E,F
Explanation:
In NCARB ARE 5.0 PDD, balconies are considered part of the building envelope and exterior assembly, requiring coordination between structural, architectural, and sometimes MEP elements. The project manual's specification sections for balconies should include all components integral to the balcony's construction and performance - not unrelated furnishings or general door types unless they are directly part of the balcony system.
Reasoning for each selection:
A). Drainage - REQUIRED:
Balconies must include drainage provisions to prevent standing water, freeze-thaw damage, and leakage into units. This is part of Division 07 (Thermal and Moisture Protection) in the CSI MasterFormat and directly tied to durability and code requirements.
B). Floor finish coating - REQUIRED:
The balcony surface finish must be specified for slip resistance, durability, weather resistance, and integration with waterproofing membranes. This is usually in Division 09 (Finishes) but referenced in Division 07 for waterproof coatings.
E). Guardrail anchoring - REQUIRED:
Structural anchorage details for the glass guardrail parapets must be specified to meet IBC load requirements (200 lb concentrated load per IBC 1607.8) and to ensure safety. This falls under Division 05 (Metals) or Division 05/08 integration.
F). Glazing system - REQUIRED:
Glass guardrails involve tempered or laminated safety glazing per IBC Chapter 24 and must be specified, including thickness, type, finish, and installation method.
Why the others are excluded:
C). Furnishings - NOT REQUIRED: Balconies may have furniture, but these are FF&E, not part of the construction scope in the balcony specification.
D). Door types - NOT REQUIRED: Doors leading to balconies are part of the exterior wall fenestration package, not the balcony construction section.
NCARB PDD References:
ARE 5.0 Handbook - PDD Section: Integration of building systems and detailing of assemblies CSI MasterFormat Divisions 05, 07, 08, 09 for balcony scope items IBC 2018 Sections 1607.8, 1015 for guardrail design

NEW QUESTION # 54
In coordination of construction documents, heating duct clearances and tolerances in suspended ceiling plenum spaces should be cross-checked with the mechanical engineer and which one of the following?
  • A. HVAC contractor
  • B. Ceiling manufacturer
  • C. Structural engineer
  • D. Electrical contractor
Answer: B
Explanation:
When coordinating construction documents, heating duct clearances and tolerances in suspended ceiling plenum spaces must be verified with:
The mechanical engineer (for duct sizing and layout)
The ceiling manufacturer (to confirm the clearance requirements, installation tolerances, and compatibility with the ceiling system) The ceiling manufacturer provides critical information on allowable spacing, panel sizes, suspension system limits, and any required clearances around ducts or pipes that run above the ceiling.
Other parties:
HVAC contractor executes installation but follows design and ceiling guidelines Electrical contractor coordinates separate systems Structural engineer focuses on load and framing, not ceiling duct clearance Reference:
NCARB ARE 5.0 Review Manual, Project Development and Documentation, Coordination chapter Architectural and MEP coordination best practices Manufacturer specifications for suspended ceiling systems

NEW QUESTION # 55
......
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