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Certification: Structural Masonry Special Inspector

Exam ID: 84
 
  • 90 multiple-choice questions - 60 code / 30 structural plan reading
  • 2 Part Examination (a passing score on both at the same time)
  • 3½-hour limit - recommended allocation of time is 2 hours for code portion and 1½-hours for plan portion
  • Open book
Content Outline: A detailed outline of the subject matter covered by the exam, including the percentage of questions from each content area and task.
01. GENERAL REQUIREMENTS 9%
 

0101. Duties and Responsibilities
Review approved plans, specifications and submittals for special inspection requirements. Comply with special inspection requirements of the enforcing jurisdiction in accordance with the applicable code, approved plans and specifications.

3%

 
 

0102. Notification of Discrepancies
Notify the contractor of deviations from approved plans and specifications. If the deviations are uncorrected, notify the architect or engineer of record and the building official of deviations.

3%

 
 

0103. Inspection Reports
Submit progress reports to the architect or engineer of record and the building official, describing tests which were performed and compliance of work. Submit final summary report stating whether work requiring special inspection was in conformance with the approved plans and applicable provisions of the building code.

3%

 
02. MATERIALS 16%
 

0201. Material Verification
Verify that brick, block, cement, lime, aggregates, reinforcement, connectors, water, admixtures and other materials are the type specified and approved. Verify that materials are properly stored.

3%

 
 

0202. Mortar
Verify that mix proportions, material handling and mixing are in accordance with code requirements.

3%

 
 

0203. Grout
Verify that grout is batched in accordance with approved mix.

3%

 
 

0204. Testing
Determine the required material strengths type and frequency of tests to be performed. Observe sampling, field testing, and fabrication of test specimens. Verify that masonry strength meet approved specifications.

4%

 
 

0205. Specimen Handling and Protection
Verify proper sample identification, site storage, protection, and transportation to the testing laboratory.

3%

 
03. MASONRY PLACEMENT 21%
 

0301. Masonry Units
Verify that the condition of substrate is acceptable for placement, that mortar is properly placed and that the masonry units are placed in accordance with the approved plans.

7%

 
 

0302. Embedded Items
Verify that the type, quantity, size, spacing and location of embedded items are as specified.

6%

 
 

0303. Movement Joints
Verify that the location and preparation of movement joints are in accordance with the approved plans, specifications and building code requirements.

4%  
 

0304. Protection
Verify that the masonry is protected from temperature extremes and adverse weather conditions.

4%  
04. REINFORCEMENT and CONNECTOR PLACEMENT 30%
 

0401. Size, Spacing and Placement
Verify that the reinforcing steel and connectors comply with required size, spacing, profile, condition and quantity requirements, as indicated by both the approved plans and installation drawings.

9%

 
 

0402. Tolerances, Clearances and Coverage
Verify that reinforcing steel and connectors are placed in the proper location within acceptable tolerances. Verify minimum coverage and clearance to masonry surfaces.

8%

 
 

0403. Details
Verify that hooks, bends, ties, stirrups and supplemental reinforcement are fabricated and placed as specified.

7%  
 

0404. Splices
Verify that required lap lengths, stagger and offsets are provided. Verify installation of approved mechanical connections per manufacturer's instructions and/or evaluation reports.

6%  
05. GROUT PLACEMENT 24%
 

0501. Preplacement
Verify that grout spaces are free of obstructions and that cleanouts are provided as required.

9%

 
 

0502. Placement
Verify that methods of conveying and placing grout avoid contamination and segregation and comply with time limits and grout lift requirements.

8%

 
 

0503. Consolidation
Verify that grout is being properly consolidated and reconsolidated during placement.

7%

 

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