PDD試験感想、PDD勉強方法

johnwar184 · Posted at yesterday 21:39

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NCARB PDD 認定試験の出題範囲：

トピック	出題範囲
トピック 1	Construction Documentation: This section of the exam measures skills of Project Architects and addresses the creation and management of project documentation. Candidates are expected to demonstrate knowledge of documenting building design and site features, preparing detailed architectural drawings, and applying industry standards to produce a coordinated set of construction documents. The section also includes understanding how project changes impact documentation and how to communicate these updates effectively to both the design team and the client.:
トピック 2	Project Manual & Specifications: This section of the exam measures the skills of Specifications Writers and emphasizes the importance of developing documentation that goes beyond drawings. Candidates must understand how to identify and prioritize elements needed to prepare, maintain, and refine both the project manual and project specifications. It also assesses the ability to align and coordinate these specifications with the construction documents to ensure consistency and accuracy.
トピック 3	Construction Cost: This section of the exam measures the skills of Construction Managers and focuses on the financial side of project execution. It evaluates the ability to analyze construction cost estimates to confirm that they align with project design intent and budgetary constraints. Although this is the smallest section, it is critical for ensuring projects remain feasible and economically viable.
トピック 4	Integration of Building Materials & Systems: This section of the exam measures the skills of Architectural Designers and focuses on the ability to resolve and integrate various building systems into cohesive project goals. It covers analyzing architectural systems and technologies, determining the size of structural, mechanical, electrical, and plumbing systems, and incorporating specialty systems such as acoustics, lighting, security, and communications. It also evaluates the ability to detail how multiple building systems work together and to coordinate across disciplines to achieve a unified design.
トピック 5	Codes & Regulations: This section of the exam measures skills of Building Code Specialists and examines how codes and regulations apply at a detailed level during documentation. Candidates are expected to demonstrate knowledge of compliance with the International Building Code (IBC) as well as other specialty regulations, as well as how to interpret and apply these standards to ensure design and documentation meet legal and safety requirements.

>> PDD試験感想 <<

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NCARB ARE 5.0 Project Development and Documentation Exam 認定 PDD 試験問題 (Q88-Q93):質問 # 88
Fire and smoke control requirements for air ducts include which of the following? Check the three that apply.

A. Variable-volume smoke controls
B. Air-handler shut-down sensors
C. Smoke barrier
D. Fire damper
E. Balancing damper
F. Smoke damper

正解：B、D、F
解説：
HVAC duct penetrations through fire/smoke rated assemblies require listed dampers and control/sensing to limit spread of flame and smoke.
Fire dampers (D) close on heat to maintain the fire-resistance rating of penetrated assemblies.
Smoke dampers (A) limit smoke migration in smoke partitions/barriers and in smoke control systems.
Air-handler shut-down sensors (F) (e.g., duct smoke detectors interfaced with the FA system) stop fans to prevent smoke distribution.
Not required: Balancing dampers (B) (for airflow only); Smoke barrier (C) (a wall/assembly requirement, not a duct device); Variable-volume smoke controls (E) (project-specific engineering, not a base requirement).
PDD refs: IBC Ch. 7 & 9; IMC §§607 (dampers) & 606 (smoke detection in ducts); ARE 5.0 PDD-MEP/fire protection integration.

質問 # 89

Refer to the exhibit.
Which of the following examples of wood paneling depicts the method of "slip matching" between adjacent wood veneers?

A. D
B. A
C. C
D. B

正解：B
解説：
Understanding Slip Matching in Wood Veneer
When wood veneer is sliced from a log, each sheet (or "leaf") has a repeating grain pattern. How those sheets are arranged side-by-side on a panel is called the matching method.
Slip Matching:
* Consecutive leaves are laid side-by-side without flipping or reversing them.
* This creates a repeating grain pattern that flows consistently across the panel.
* The result is a uniform, continuous grain with no "mirror image" effect - the cathedrals and figure in the grain run in the same direction from sheet to sheet.
* Slip matching often produces a striped effect if the grain is straight, or a flowing, consistent repeat if the grain is more figured.
Identifying Slip Matching in the Exhibit:
* Option A shows consecutive veneer leaves with the grain pattern running in the same orientation across the panel - no mirroring, only repetition. This is classic slip match.
* Option B shows book matching - where every other leaf is flipped horizontally to create a mirrored grain pattern.
* Option C appears to be random matching - leaves are placed without grain sequence alignment.
* Option D shows reverse slip matching - similar to slip match but alternating leaves are reversed end- to-end.
NCARB ARE 5.0 PDD Study Guide References:
* Content Area: Integration of Materials & Finishes - Millwork and Casework Veneer Matching Methods
* Sources:
* Architectural Woodwork Standards (AWS) - Section on Veneer Matching
* Architectural Graphic Standards - Finish Carpentry and Veneer Matching
* Building Construction Illustrated (Ching) - Interior Finish Carpentry Key Point:
Slip matching keeps all veneer leaves in the same orientation, producing a consistent flow of the grain without the mirrored effect seen in book matching.

質問 # 90
Which of the following methods of mortar joint finishing has the greatest weatherability?

A. Weathered
B. Concave
C. Extruded
D. Raked

正解：B
解説：
Mortar joint finishes impact water resistance and weatherability:
Concave joint is the most weather-resistant. The joint is compressed and curved inward, forming a dense, compact surface that sheds water effectively.
Weathered joint slopes outward but is less compact than concave.
Raked joint is recessed and can hold water, less weather-resistant.
Extruded joint protrudes and tends to trap water and dirt.
Therefore, concave joints provide the best weather protection.
Reference:
NCARB ARE 5.0 Review Manual, Materials and Assemblies chapter
Masonry construction standards and detailing guides

質問 # 91
Temporary shoring of a masonry wall should remain in place until what point?

A. Mortar joints are struck
B. Lateral bracing connections are complete
C. Foundations are backfilled
D. Horizontal reinforcing is installed

正解：B
解説：
(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

質問 # 92
Before construction documents are complete, the owner requests a review of the timeline allowed for ASIs, RFIs, RFPs, and change orders as defined in the project manual.
Which section of the project manual is relevant to this request?

A. AIA Document A201
B. Supplementary Conditions
C. Section 01 26 00 Contract Modification Procedures
D. Section 01 35 16 Alteration Project Procedures

正解：C
解説：
The owner's request for review of ASIs (Architect's Supplemental Instructions), RFIs (Requests for Information), RFPs (Requests for Proposals), and change orders relates to contract modifications.
Section 01 26 00 in the project manual typically covers Contract Modification Procedures, including timelines and processes for handling these changes.
AIA Document A201 is the general conditions but does not detail specific timelines.
Supplementary Conditions modify A201 but usually don't detail these timelines.
Section 01 35 16 is specific to alteration projects, not general contract mod procedures.
Reference:
NCARB ARE 5.0 Review Manual, Project Management chapter
CSI MasterFormat and project manual organization guides

質問 # 93
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[General] PDD試験感想、PDD勉強方法

【General】 PDD試験感想、PDD勉強方法