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NCARB Project-Planning-Design資料的中率、Project-Planning-Design最新関連参考書
2026年Tech4Examの最新Project-Planning-Design PDFダンプおよびProject-Planning-Design試験エンジンの無料共有:https://drive.google.com/open?id=1LdBNNe2hz1xdgUR0_O-Z3INjt24ukkoj
もちろん、資格試験を審査するとき、非公開にすることはできません。テストProject-Planning-Design認定に関連する新しいポリシーと情報に注意する必要があります。ユーザーの便宜を図るため、ホームページでProject-Planning-Designテスト資料を更新し、資格試験に関連する情報をタイムリーに更新します。年次認定試験は、内容はほぼ同じですが、各年のポリシーとして、対応する試験パターンのグレーディング基準とホットスポットが変更されます。Project-Planning-Designテスト準備は、ユーザーが最短時間で合格するのに役立ちます。試験。
NCARB Project-Planning-Design 認定試験の出題範囲:
トピック
出題範囲
トピック 1
- 建築システム、材料、および組立:この試験セクションでは、建築デザイナーのスキルを評価し、機械、電気、配管などの建築システムに加え、構造システムや特殊システムに関する理解度を測ります。また、プログラムのニーズ、予算、規制に合わせて適切な材料と組立を選択することも求められます。
トピック 2
- 環境条件と背景:この試験セクションでは、建築デザイナーのスキルを評価し、敷地分析情報を用いて建物の配置や環境計画の決定を行う方法を扱います。持続可能な原則を適用し、近隣環境を考慮してプロジェクト設計を導くことに重点を置いています。
トピック 3
- プログラムとシステムのプロジェクト統合:この試験セクションでは、プロジェクト建築家のスキルを評価し、環境条件、規制、建築システムに関する決定を一つのまとまりのあるプロジェクト設計に統合することに焦点を当てます。建物の構成方法、そしてプログラム要件と文脈的条件の両方を統一された設計アプローチに組み込む方法に重点が置かれます。
トピック 4
- 法規制:このセクションでは、プロジェクト建築家のスキルを測定し、計画段階におけるゾーニング法、環境規制、建築基準の適用に焦点を当てます。受験者は、複数の規制要件をプロジェクトの設計に効果的に統合する方法をテストされます。
トピック 5
- プロジェクトのコストと予算編成: 試験のこのセクションでは、建築設計者のスキルを測定し、プログラム目標に基づいて設計の代替案を評価し、コスト評価を実行し、設計プロセス全体を通じてコストの考慮事項を管理する能力を評価します。
>> NCARB Project-Planning-Design資料的中率 <<
試験Project-Planning-Design資料的中率 & 便利なProject-Planning-Design最新関連参考書 | 大人気Project-Planning-Design試験勉強過去問
ご存じのとおり、競争の激しい世界では、国際的なProject-Planning-Design認定、実務経験、学歴など、ソフトウェアの能力を向上させる以外に選択肢はありません。したがって、履歴書を強調するためにProject-Planning-Design証明書を手に入れることは非常に重要であり、職場で成功を収めるのに役立ちます。 Project-Planning-Design準備資料を使用すると、最も効率的かつ生産的な方法で試験に簡単に合格し、献身と熱意を持って勉強する方法を学ぶことができます。 NCARBのProject-Planning-Design問題集には多くの利点があります。
NCARB ARE 5.0 Project Planning & Design (PPD) 認定 Project-Planning-Design 試験問題 (Q14-Q19):
質問 # 14
In high-rise building construction, which advantages does the use of composite floor decking offer over the use of flat plates? Check the four that apply.
- A. Metal decks provide a working platform, eliminating the need for wood planking.
- B. Lightweight concrete may be used to reduce dead weight of the structure.
- C. Shear connectors are not required between the concrete and the beams below.
- D. Steel construction provides decreased sound transmission compared to flat plate systems.
- E. Composite decks serve as forms for concrete, eliminating the need for forming and stripping.
- F. Composite decks provide positive reinforcement for concrete slabs.
正解:A、B、E、F
解説:
Comprehensive and Detailed Explanation From Exact Extract:
Composite floor decking advantages:
(A) Composite action reinforces slabs, improving strength.
(C) Metal decks serve as working platforms, speeding construction.
(D) Decks act as permanent formwork, eliminating temporary formwork.
(E) Lightweight concrete can be used to reduce structural weight.
(B) Shear connectors are required for composite action, so this is incorrect.
(F) Steel generally increases sound transmission compared to flat plate concrete, so false.
References:
ARE 5.0 PPD - Building Systems and Assemblies, Structural Systems
The Architect's Handbook of Professional Practice, 15th Edition - Steel Construction
質問 # 15
During design development of a new motel, the owner receives a cost estimate which was higher than what they had budgeted for. The project descriptions are as follows:
* Number of units: Twenty
* Construction type: V-B
* Number of stories: Two
* Structural system: Light wood frame
* Mechanical system: Central air system
The client wants the architect to reduce the initial construction cost without sacrificing the potential return on investment.
- A. Change the structural system to a precast concrete system.
- B. Change the central air system to individual through-the-wall units at each room.
- C. Change the scope to an eighteen-unit development.
- D. Change the number of stories to three.
正解:B
解説:
Comprehensive and Detailed Explanation From Exact Extract:
Switching from a centralized HVAC system to individual through-the-wall units (PTACs) significantly reduces initial construction and mechanical costs by eliminating the need for extensive ductwork and mechanical rooms.
Increasing stories (A) increases structural and construction costs.
Reducing units (C) reduces revenue potential.
Precast concrete system (D) is typically more expensive than light wood framing.
Thus, individual room units save cost without reducing revenue potential.
References:
ARE 5.0 PPD - Project Costs and Budgeting
The Architect's Handbook of Professional Practice, 15th Edition - Mechanical Systems and Cost Control
________________________________________
質問 # 16
An elementary school requires a renovation, selective demolition, and a major addition in order to accommodate a growing student population. An architectural firm has prepared schematic design plans incorporating the school's increased programmatic needs, including an enlarged library, cafeteria, and gymnasium; a secure courtyard; and additional space for administrative offices and classrooms. The main entrance was relocated in order to improve the traffic and pedestrian flow at the beginning and end of the school day, and additional parking was provided to comply with current zoning requirements.
The existing single-story masonry building was built in 1950. Two small additions were built later: the north addition will be kept and repurposed, but the south addition will be demolished. The building contains asbestos and lead in roof soffits, floor tiles, pipe insulation, and window paint. All existing mechanical systems need to be replaced; new systems have not been selected.
Considerations for the renovation include:
*The relocated front entrance must be easily recognizable, highly visible, and secure.
*Interior and exterior materials need to be durable and maintainable in order to withstand frequent student abuse, but also economical due to strict budget limitations.
*Good indoor air quality and increased energy efficiency are priorities for the selection of mechanical equipment.
After completion, the entire school should look uniform, without a distinctive difference between the existing building and new addition.
Building information:
*Construction Type is II-B.
The following resources are available for your reference:
*Existing Plans, including site and floor plans
*Proposed Plans, including site and floor plans
*Cost Analysis
*Zoning Ordinance Excerpts, for off-street parking requirements
*IBC Excerpts, showing relevant code sections
*ADA Standards Excerpts, showing relevant sections from the ADA Standards for Accessible Design The project team decides to cover the roof area above the gymnasium and platform with 350 watt, stationary, photovoltaic (PV) panels. Each panel requires 20 square feet, accounting for access aisles and safety clearances. The PV system will be tied to the local power company's electrical grid, and will not have battery storage. The school is located in a region that gets an average of 4 usable hours of sunlight per day.
Which of the following PV system design considerations apply to this project? Check the three that apply.
Refer to the project involving an elementary school renovation and addition with photovoltaic (PV) panels on the gymnasium roof (350-watt panels, 20 sq ft each, ~4 usable sunlight hours/day). The PV system is grid-tied without battery storage.
Which of the following PV system design considerations apply? Check the three that apply.
- A. The PV panels should be mounted toward the student pick-up/drop-off.
- B. The PV system will reduce the need for artificial lighting in the gymnasium and platform areas.
- C. The PV system will provide emergency power for the school if the grid goes down.
- D. The PV system will produce approximately 95.5 kW during peak sun conditions.
- E. The PV system will be made up of approximately 273 panels.
- F. The gymnasium and platform structural system must be designed to support the load of the PV system.
正解:D、E、F
解説:
Comprehensive and Detailed Explanation From Exact Extract:
B: Structural support must accommodate PV panel weight and wind loads.
C: Number of panels is calculated by dividing total roof area by panel area (total panel count # 273).
F: Peak power output = number of panels × wattage per panel (273 × 350 W # 95.5 kW).
A: Grid-tied systems without batteries do not provide power during outages.
D: PV panels generate electricity but do not directly reduce artificial lighting needs.
E: Panels are mounted for optimal solar exposure, not necessarily toward pick-up areas.
References:
ARE 5.0 PPD - Environmental Conditions and Context, Solar Energy
The Architect's Handbook of Professional Practice, 15th Edition - Renewable Energy
質問 # 17
An existing building containing the maximum allowable area may be extended horizontally provided the extension is separated from the existing building by which one of the following?
- A. A fire-rated shutter
- B. A fire wall
- C. An outside space separation of at least 10 ft
- D. A water curtain
正解:B
解説:
Comprehensive and Detailed Explanation From Exact Extract:
According to the International Building Code (IBC) and reflected in the NCARB Project Planning & Design guidelines, when an existing building has reached the maximum allowable floor area, horizontal extensions (additions) can be made only if there is a proper separation between the existing structure and the new addition. This separation must prevent fire spread and protect structural integrity.
A fire wall is a continuous, fire-resistive barrier designed to prevent the spread of fire between adjacent buildings or different parts of a building. It must have structural stability under fire conditions and can allow the two portions of the building to be treated as separate structures for area calculations, effectively permitting expansion beyond the allowable area of a single building.
Fire-rated shutters (Option A) are movable devices used for compartmentation but are not intended for permanent separation of building areas.
Outside space separation of at least 10 ft (Option B) is generally insufficient for full area separation unless it meets specific fire-resistance rating and distance requirements that typically exceed 10 feet.
Water curtains (Option D) are active fire protection devices but are not substitutes for passive separations required by code to extend allowable building area.
Thus, the correct method to extend a building beyond its maximum allowable area is to separate it with a fire wall, as per NCARB and IBC provisions.
References:
ARE 5.0 PPD - Codes and Regulations, Building Area and Occupancy Separation IBC 2018, Chapter 7: Fire and Smoke Protection Features The Architect's Handbook of Professional Practice, 15th Edition - Fire Protection
質問 # 18
A new four-story apartment building is being designed on a site that has solid bedrock subsurface conditions.
The client requested the lowest cost of installation, highest energy efficiency, the shortest round trip time, and minimized loss of usable building space.
Which elevator type should the architect recommend?
- A. Machine-roomless elevator
- B. Dual jack hole-less hydraulic elevator
- C. Gearless traction elevator
- D. Conventional hydraulic elevator
正解:A
解説:
Comprehensive and Detailed Explanation From Exact Extract:
Given the constraints:
Lowest cost of installation and minimized loss of usable space favor elevators that don't require a separate machine room.
Machine-roomless elevators (D) have compact machinery integrated within the hoistway, reducing space needs and construction costs.
Hydraulic elevators (A, C) require pits and often larger machine rooms, and are less energy efficient and have slower round trip times compared to traction types.
Gearless traction elevators (B) provide excellent speed and efficiency but usually require machine rooms, increasing cost and space.
Thus, machine-roomless elevators balance cost, efficiency, space, and speed best for mid-rise residential buildings.
References:
ARE 5.0 PPD - Building Systems and Assemblies, Vertical Transportation
The Architect's Handbook of Professional Practice, 15th Edition - Elevators and Conveying Systems
質問 # 19
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