Florida Masonry · 2026/2027 workshop

MASONRY WORKSHOP EXAM

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Learning Component 1 – Clay Brick and CMU Specs and Testing – 15 Questions

Introduction:

Grading reference Q01The first masonry code in the United States was:

Clay Brick:

Grading reference Q021- The ASTM Standard Specification for a solid facing brick is ASTM _______.
Grading reference Q032- In accordance with ASTM Specification a solid masonry unit can be cored up to _____.
Grading reference Q043- In accordance with the ASTM Specification C 216 for facing brick, if a Type of brick is not specified the requirement for Type _______ shall govern.
Grading reference Q054- In accordance with the ASTM Specification C 216 for facing brick the Grade of the brick indicates the __________ of the brick. (Grades are SW, MW, NW)
Grading reference Q065- In accordance with the ASTM Specification for facing brick, _______ percent of the brick exposed in the wall are permitted to contain chips.
Grading reference Q076- In accordance with the ASTM Specification C 216 for facing brick, the size of the brick shall be ____________.
Grading reference Q087- With a Standard modular size brick (3 5/8 x 2 1/4 x 7 5/8) mortar comprises approximately _____ percent of the wall.

Concrete Masonry Specification and Testing

Grading reference Q091- Which ASTM Standard Specification covers hollow load-bearing concrete masonry.
Grading reference Q102- The gross cross sectional area of a standard 8x8x16 concrete block would be approximately ___________ .
Grading reference Q113- According to ASTM C90 a concrete block can have some variation in dimension. No overall dimension (width, height, and length) shall differ more than _________ from the specified standard dimension.
Grading reference Q124- In exposed block wall construction, the face or faces that are exposed shall be free of cracks or chips. If not more than _____ % of a shipment contain slight cracks or small chips not larger than 1" this shall not be deemed grounds for rejection.
Grading reference Q135- Which condition will most influence shrinkage in a concrete masonry wall?
Grading reference Q146- ASTM C90-21 specification requires that the minimum compressive strength (average of 3 units) shall have an average NET area strength of _________.
Grading reference Q157- Assuming a block is 50% solid, the NET strength of a unit having a gross area strength of 1000 psi would be ______ .

Learning Component 2 – Mortar and Grout, Stucco Bonding, Preventing Water Penetration – 15 Questions

Mortar

Grading reference Q161- ASTM C270 is not a specification to determine mortar strengths through field testing.
Grading reference Q172- The probable compression test values of mortar samples taken from the job site (field sampling) would be higher than samples prepared in a testing laboratory.
Grading reference Q183- One cubic foot of sand equals how many shovels full?
Grading reference Q194- During hot weather construction a good practice to prevent premature drying out of the mortar is:

Grout

Grading reference Q201- Do not use ____ molds to make grout samples for testing.
Grading reference Q212- In the sampling and testing of grout, ASTM C1019, the grout mold is lined with a permeable material, such as paper towel, to:
Grading reference Q223- The TMS 602-22 code required slump for grout is ___________ .

Stucco on CMU Bonding Issues

Grading reference Q23What is the key to defining solid bases acceptable for direct-applied stucco?
Grading reference Q24What is the most important step to take to prevent crazing cracking in direct-applied stucco?
Grading reference Q25True or False: Cracks that occur in the solid substrate will telegraph through the stucco.
Grading reference Q26Some of the causes of debond or delamination conditions are:

Preventing Water Penetration

Grading reference Q271- Masonry is not a food source for mold nor is it damaged by mold growth.
Grading reference Q282- The number one wall in resisting moisture penetration is a ___ wall. To keep migrating water to a minimum also is a function of proper material selection and compatibility, functional designs/detailing and good workmanship.
Grading reference Q293- Which of the following is a standard type of masonry wall currently used in the US.
Grading reference Q304- To prevent water penetration the weakest mortar meeting the structural requirements of the code should be used

Learning Component 3 – Intro to TMS 402/602-22 Plus 9th Ed. FBC, Masonry VS Hurricanes and TMS 402/602-22 Part 1 – 15 Questions

Intro to TMS 402/602-22 Plus 9th Ed. FBC

Grading reference Q311- The masonry chapter of the FBC is based on the provisions of _______:
Grading reference Q322- The current edition of the TMS 402/602 Standard is
Grading reference Q333- Two major changes were introduced into the 2013 edition of the TMS 402/602. These were
Grading reference Q344- All joint reinforcement used in South Florida is required to be ladder type and hot dipped galvanized

Masonry VS Hurricanes and Tornadoes

Grading reference Q351- The primary SOURCE of lateral loads in Florida is ___________ .
Grading reference Q362- Simply supported walls:
Grading reference Q373- The most common cause of masonry failure in high wind events is
Grading reference Q384- Wind storm damage to residential homes is highly dependent on
Grading reference Q395- Which of the following is a problem with the wind resistance of wood frame structures

TMS 402/602-22 Part 1 Questions

Grading reference Q401- Proper lap and embedment of the reinforcing ensures that the _____________ .
Grading reference Q412- The required minimum length of bearing of masonry beams over the supports shall be:
Grading reference Q423- The type, size and location of connectors used in masonry construction shall be:
Grading reference Q434- The grade 40 or grade 60 designation of reinforcing steel represents _________.
Grading reference Q445- The HVHZ FBC required minimum lap length of grade 60 steel for a #5 rebar in an 8" wall using the TMS 402-22 code with FBC modifiers is:
Grading reference Q456- According to TMS 402-22 Chapter 6 - the maximum size of reinforcing steel allowed for reinforcing masonry is:

Learning Component 4 – TMS 402/602 Part 2, Key Inspection Points, Role of the Mason – 15 Questions

TMS 402/602-22 Part 2

Grading reference Q461- Mortaring of the cross-webs are required in all of the following EXCEPT :
Grading reference Q472- Mortar protruding more than 1/2" into cells to be filled with grout should be removed for the following reason:
Grading reference Q483- Tightly bedded head joints are important for all the following reasons EXCEPT :
Grading reference Q494- Masonry may not be laid when the outside air temperature is ________ unless methods are used to prevent damage to the mortar.
Grading reference Q505- From TMS 602-22 Section 2.7A.5., fabrication tolerances for reinforcing bars shall be in accord with _________.
Grading reference Q516- AISI Type 304 and 316 Stainless Steel wire anchors and ties (TMS 602-22, Section 2.4E. 1.b.) shall conform to ASTM specification:

Key Inspection Points in Masonry

Grading reference Q521- The clear distance between parallel bars in block walls shall not be less than (pick one) :
Grading reference Q532- Joint reinforcement should always extend through the control joint.
Grading reference Q543- Important information about the job is found in the following:
Grading reference Q554- Which of the following are allowable adjustments to dowel locations
Grading reference Q565- Head joints are allowed to vary in width from

Role of the Mason

Grading reference Q571- The ASTM Standard for masonry workmanship is ___________ .
Grading reference Q582- The individual Mason, along with the Architect & the Engineer, is an integral part of the successful building of a masonry structure.
Grading reference Q593- The art of being a Mason can be learned in six weeks in a classroom by using audio and video aids.
Grading reference Q604- A lipped brick is used for what purpose?

​About Us

​The Masonry Association of Florida/Masonry Education Foundation  is a registered provider with the America Institute of Architects Continuing Education System (AIA Provider # G524), the Construction Industry Licensing Board (CILB Provider# 4545) and the Florida Board of Professional Engineers (FBPE Provider #4507).  Credit earned upon completion of this program will be reported to CES records for AIA Members, engineers, building officials, contractors, etc.  Please be sure to provide your license number when you register.  Certificate of Successful Completion available for non-AIA members available upon request.

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​The Masonry Association of Florida, Inc. is a recipient of grant funds from the ​Florida Concrete Masonry Education Council, Inc.