FreeQAs
 Request Exam  Contact
  • Home
  • View All Exams
  • New QA's
  • Upload
PRACTICE EXAMS:
  • Oracle
  • Fortinet
  • Juniper
  • Microsoft
  • Cisco
  • Citrix
  • CompTIA
  • VMware
  • ISC
  • SAP
  • EMC
  • PMI
  • HP
  • Salesforce
  • Other
  • Oracle
    Oracle
  • Fortinet
    Fortinet
  • Juniper
    Juniper
  • Microsoft
    Microsoft
  • Cisco
    Cisco
  • Citrix
    Citrix
  • CompTIA
    CompTIA
  • VMware
    VMware
  • ISC
    ISC
  • SAP
    SAP
  • EMC
    EMC
  • PMI
    PMI
  • HP
    HP
  • Salesforce
    Salesforce
  1. Home
  2. NCARB Certification
  3. PDD Exam
  4. NCARB.PDD.v2026-04-02.q38 Dumps
  • «
  • 1
  • 2
  • 3
  • 4
  • 5
  • 6
  • 7
  • 8
  • 9
  • »
Download Now

Question 1


Refer to the exhibit.
For a plywood panel carrying the grade stamp shown, which of the following is the maximum recommended span for use in a floor system?

Correct Answer: B
1. Understanding the APA Grade Stamp
The stamp in the exhibit reads:
* APA RATED SHEATHING 32/16
* 15/32 INCH (thickness)
* SIZED FOR SPACING
* EXPOSURE 1 (can handle temporary moisture exposure)
2. Meaning of "32/16"
The numbers 32/16 are the span ratings for the panel:
* 32 inches = maximum recommended span for roof sheathing (when applied perpendicular to supports).
* 16 inches = maximum recommended span for floor sheathing (when applied perpendicular to supports).
These ratings are established by APA (The Engineered Wood Association) based on panel thickness, grade, and allowable loads/deflection limits.
3. Applying to the Question
The question asks specifically for maximum recommended span for use in a floor system.
From the stamp:
* Floor span rating = 16 inches
* Therefore, the correct answer is 16 in.
4. Why Other Options Are Incorrect:
* A. 15 in - Not the value given; 16 in is the rating.
* C. 32 in - This is for roof applications, not floor systems.
* D. 108 in - Not related to APA span ratings; possibly confused with the certification number "NBR-
108."
5. NCARB ARE 5.0 PDD Study Guide References:
* Content Area: Building Materials & Assemblies - Wood Products
* Reference Sources:
* APA - The Engineered Wood Association: Panel Span Ratings Guide
* Building Construction Illustrated (Ching) - Plywood and OSB Panel Markings
* IBC Chapter 23 - Wood span and application requirements
insert code

Question 2

A project located in a rural area without municipal sewer access will most likely require:

Correct Answer: B
Where no public sewer is available, on-site wastewater treatment (septic tank + leach field) is required. This supports Objective 3.2, considering utility systems and site limitations.
insert code

Question 3

Specifications and details for repointing deteriorated masonry joints in historic soft-brick buildings should result in which one of the following?

Correct Answer: A
Understanding the Problem
This question is about historic masonry restoration - specifically, repointing deteriorated mortar joints in soft-brick buildings.
Historic bricks, especially those made before the early 20th century, are often much softer and more porous than modern high-fired bricks. The mortar originally used was also softer, usually lime-based, which allowed for thermal movement, moisture permeability, and protection of the brick units.
Why the Correct Answer is "Duplication of Original Mortar Strength"
* Best practice in preservation (as outlined in the Secretary of the Interior's Standards for the Treatment of Historic Properties) is to match the original mortar in strength, composition, permeability, and appearance.
* A mortar stronger than the original can cause the softer brick to crack or spall under thermal or moisture stresses, because the brick will end up being the weaker link and take the damage.
* Duplication ensures that the new mortar works compatibly with the old masonry system - allowing for similar vapor transmission and structural flexibility.
Why the Other Options Are Incorrect:
* B. Increased mortar strength over the original mortar - This is harmful in historic soft-brick construction. Stronger cement-based mortars can trap moisture in the brick, leading to freeze-thaw damage and spalling.
* C. A bond stronger than the brick - This would cause the brick to fail first when stress occurs, which is undesirable in preservation work.
* D. Deeper joint profiles - Deeply raking out joints unnecessarily can damage surrounding brick edges and change the visual proportions; repointing depth should only be enough to remove deteriorated mortar (typically 2-2.5 times the joint width).
NCARB ARE 5.0 PDD Study Guide References:
* Content Area: Integration of Building Materials & Systems - Historic Preservation Techniques
* Key Resources:
* The Secretary of the Interior's Standards for Rehabilitation & Illustrated Guidelines for Rehabilitating Historic Buildings
* National Park Service Preservation Brief 2: "Repointing Mortar Joints in Historic Masonry Buildings"
* Building Construction Illustrated - Masonry Restoration
* Key Preservation Principle: "New mortar should match the historic mortar in composition, strength, and vapor permeability."
insert code

Question 4

A family-owned apple farm in the Upper Midwest is taking advantage of a change in the local zoning code that added a new Agri-Tourism class in the existing farm zone. This allows the Owner to build a new facility on their existing site. The building will be open to the public and include a brewery, distillery, tap room, and market. The architect is ready to submit the drawings to the Owner for the 50% construction documents review.
To accommodate a compressed construction schedule, the Owner will be utilizing a design-build process. The Contractor has submitted the Pre-Engineered Metal Building (PEMB) shop drawings to the Architect for review, due to the lead time on this critical path item. Once construction begins, farming operations must be able to continue uninterrupted.
Key project information includes:
* Brewing and distilling will operate year-round.
* Brewery will initially include four fermenting tanks. Owner has requested space for at least two additional tanks. Potential expansion will be based on future sales.
* Distillery will produce 16% alcohol, which is classified as a flammable liquid. Fire separations are required.
* Tap Room is designed with seating for 300 people, not including exterior patio seating. It will have views to the working orchards and the historic buildings on site.
* Tap Room is scheduled to be open from August through November. Owner would like options to extend operating dates based on popularity.
* The Market area will feature local farm products and is not conditioned.
* Entire building will be fully sprinklered.
* Selected building materials are low-maintenance, as requested by the Owner, for durability and to reflect the nature of a working farm.
* Mechanical and electrical systems will be hung from the building structure. These loads are included in PEMB shop drawings.
* Public water and sewer is not available at the Project Site.
* Occupancy sensors are included to reduce utility costs and achieve energy conservation requirements.
The following resources are available for your reference:
* Architectural Drawings, including plans, elevations, sections, and schedules
* Consultant Drawings, including structural, HVAC, power distribution, and plumbing
* PEMB Shop Drawings
* Design and Construction Schedule
* Specification Excerpts, showing relevant spec sections
* IBC and ADA Excerpts, showing relevant code and accessibility sections
* After reviewing the documents, the architect discovers a coordination issue in the corridor.
The owner decides to triple the size of the distillery component of the project to make hand sanitizer and wants to use the Tap Room spaces adjacent to the brewery and distillery for this purpose.
Which of the following must the architect reevaluate and change to accommodate this request? Check the three that apply.

Correct Answer: A,C,D
Tripling the distillery and converting adjacent Tap Room areas to production introduces additional hazard (flammable liquids), changes occupancies/occupant loads, and requires updated fire separations and egress.
A-01 Life Safety Plan must be revised for occupancy classification, fire#resistance ratings between uses, travel distances, exit widths/number, and signage.
A-03 Floor Plan must change to show new room uses, rated partitions/doors, openings, and equipment footprints.
A-04 Reflected Ceiling Plan must change for new/relocated rated assemblies at ceilings (e.g., continuity of fire
/smoke barriers), sprinkler/exit sign/FA device locations, and any duct-damper/access changes.
Site (B), Roof (E), and Elevations (F) are not directly driven by the interior use change.
PDD refs: IBC Chs. 3, 5-10 (occupancy, separation, egress), coordination of architectural, fire protection, and MEP on drawings (Division 01).
insert code

Question 5


Refer to the exhibit.
Construction document drawings are in the final review stages. The architect needs to coordinate the casework detail with the probable cost estimate.
Click on the drawing note in the casework section that does not align with the cost estimate.

Correct Answer:

Explanation:
In the casework section drawing provided, the detail that likely does not align with the cost estimate is the note:
"PLASTIC LAMINATE COUNTERTOP AND BACKSPLASH"
This is often a higher-cost item compared to alternatives like post-formed countertops, solid surface over MDF, or budget composite finishes. If the project is under cost pressure, specifying both a plastic laminate countertop and a separate laminate backsplash can increase material and labor costs due to custom fabrication and edge treatments.
insert code
  • «
  • 1
  • 2
  • 3
  • 4
  • 5
  • 6
  • 7
  • 8
  • 9
  • »
[×]

Download PDF File

Enter your email address to download NCARB.PDD.v2026-04-02.q38 Dumps

Email:

FreeQAs

Our website provides the Largest and the most Latest vendors Certification Exam materials around the world.

Using dumps we provide to Pass the Exam, we has the Valid Dumps with passing guranteed just which you need.

  • DMCA
  • About
  • Contact Us
  • Privacy Policy
  • Terms & Conditions
©2026 FreeQAs

www.freeqas.com materials do not contain actual questions and answers from Cisco's certification exams.