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Building & Construction · course plan
⚠ Pending professional review

This course plan, its lessons and its assessments has not yet been verified by a licensed professional engineer or master tradesperson or by a certification or approval body. It is a study draft and may contain errors. Do not use it as instructions for work on a job site or on live equipment. Always follow your instructor, your supervising professional, and current official references and regulations.

VoTechWorks program approval and accreditation are still in progress. Credentials are issued only by the certifying bodies named in each program, after their own exams.

Masonry

13 courses · 1,350 clock hours · 9 mo full-time. Grading is competency-based: each course requires the written exam, a competent skills demonstration with zero safety faults, a signed log, and a passed safety audit; percentage weights only rank performance above the competency floor.

$14,535 COMPLIMENTARYprogram tuition
13courses
82lessons
1,350hours
47assessments
Development progressPlanCourses, lessons and assessments written for this tradeLessons82 of 82 lesson pages writtenPractice656 practice questionsResources109 reference entries (study list)Review0 lesson pages reviewed by a licensed professional
Study now: 82 lesson pages are open (lesson titles below are links).
BLD-MASO04-01 Universal core

Universal Core: Safety, Math, Communication & Career for Masonry

148 hr · $1,185 COMPLIMENTARY

This foundational course equips masonry students with the safety knowledge required for OSHA 10 certification, the trade math and measurement skills used daily on masonry jobsites, and the reading, digital, and career-readiness competencies that support success across all subsequent courses and the NCCER Masonry credential. Every lesson is anchored to real masonry tasks—calculating mortar volumes, reading construction drawings, writing jobsite hazard reports—so skills transfer directly to brick, block, stone, and flatwork courses. Successful completion of this course satisfies the OSHA 10 Outreach training requirement and establishes the NCCER Core curriculum baseline.

Outcomes
Course text

This foundational course equips masonry students with the safety knowledge required for OSHA 10 certification, the trade math and measurement skills used daily on masonry jobsites, and the reading, digital, and career-readiness competencies that support success across all subsequent courses and the NCCER Masonry credential. Every lesson is anchored to real masonry tasks—calculating mortar volumes, reading construction drawings, writing jobsite hazard reports—so skills transfer directly to brick, block, stone, and flatwork courses. Successful completion of this course satisfies the OSHA 10 Outreach training requirement and establishes the NCCER Core curriculum baseline.

How the course runs. 7 blocks: Masonry Jobsite Hazards and OSHA 10 Fundamentals; First Aid, CPR, and Masonry Emergency Response; Trade Math I: Whole Numbers, Fractions, Decimals, and Measurement; Trade Math II: Ratios, Proportions, Percentages, and Material Estimating; Reading Construction Drawings and Specifications; Digital Tools, Technical Communication, and Workplace Documents; Career Readiness: Masonry Industry, Employment, and Professional Conduct.

What competent looks like. Demonstrate OSHA 10-level hazard recognition and control procedures specific to masonry operations, achieving a passing score on the OSHA 10 end-of-course assessment. Apply arithmetic, fractions, ratios, and basic geometry to calculate material quantities, mortar ratios, and layout dimensions accurate to within accepted trade tolerances. Read and interpret construction drawings, specifications, and material schedules commonly used in masonry projects. Use basic digital tools—including tablets, construction calculator apps, and employer time-and-attendance systems—to locate trade information and communicate professionally on a jobsite. Perform adult-level first aid and hands-only CPR to American Red Cross or American Heart Association guidelines. Prepare a professional resume, complete a mock job application, and respond to common masonry employer interview questions.

Lessons · 7 blocks
#LessonHrTypeObjectiveActivitiesMaterialsCheck
1Masonry Jobsite Hazards and OSHA 10 Fundamentals32theoryStudents identify the OSHA General Industry and Construction standards most relevant to masonry work—including fall protection, silica dust, scaffolding, struck-by, and caught-in/between hazards—and explain the employer and worker rights and responsibilities those standards establish.
  1. Instructor-led review of OSHA 10 Construction modules using OSHA Outreach authorized trainer materials; students annotate a hazard-identification worksheet for a photographed masonry jobsite, flagging at least eight distinct hazards by type and applicable standard.
  2. Small-group tabletop exercise: groups are given a scenario (e.g., a scaffold erection on a brick veneer project) and must complete a Job Hazard Analysis form identifying hazards, controls, and required PPE, then present findings to the class for critique.
  3. OSHA 10 authorized trainer delivers the full required 10-hour curriculum across this lesson block, culminating in the official OSHA 10 end-of-course assessment; students who pass receive their OSHA 10 card from the authorized trainer.
OSHA 10 Construction Outreach authorized trainer materials, OSHA 29 CFR 1926 pocket guide, OSHA Silica in Construction fact sheet, PPE samples (hard hat, safety glasses, hearing protection, N95 and P100 respirators, cut-resistant gloves, steel-toed boots), scaffold diagram poster, Job Hazard Analysis blank forms.Students must pass the official OSHA 10 Outreach end-of-course knowledge assessment at the threshold set by the authorized trainer program (typically 70% or better) to receive the OSHA 10 card; instructor also collects completed JHA forms and checks that each identifies hazard type, applicable standard, and hierarchy-of-controls solution for all major hazards in the scenario.
2First Aid, CPR, and Masonry Emergency Response8labStudents perform hands-only CPR, control severe bleeding with direct pressure and improvised bandaging, and describe the correct emergency response sequence for the most common masonry site injuries including eye injuries from mortar splash, heat illness, and crush injuries.
  1. Certified first aid/CPR instructor leads hands-on manikin practice: each student performs two complete cycles of chest compressions to AHA or Red Cross standards, with instructor feedback on rate, depth, and recoil.
  2. Scenario stations: students rotate through three stations—(1) simulated eye wash for mortar splash using an eye-wash station prop, (2) wound irrigation and pressure bandaging on a partner's arm, (3) recognition and first response to heat exhaustion using a written scenario card—and document actions taken.
  3. Class debrief using a masonry-specific emergency action plan template; students identify the location of first-aid kits, eye-wash stations, and emergency exits on the school shop floor plan.
CPR manikins (one per two students), AED trainer unit, first-aid kit (commercial), eye-wash station, sterile gauze, elastic bandages, disposable gloves, American Red Cross First Aid/CPR participant guide or equivalent, school shop floor plan.Skills checklist completed by instructor for each student: CPR rate and depth within AHA-acceptable range, correct bleeding-control technique demonstrated, correct eye-wash procedure demonstrated; pass requires all three skills rated 'satisfactory' on the checklist.
3Trade Math I: Whole Numbers, Fractions, Decimals, and Measurement24theoryStudents accurately convert between fractions and decimals, read a folding rule and tape measure to the nearest 1/16 inch, and calculate perimeter, area, and volume for rectangular and L-shaped masonry surfaces.
  1. Instructor demonstrates reading a 25-foot tape measure at ten marked points on a classroom wall; students record readings on a worksheet and self-check against an answer key, repeating until all ten readings are correct to the nearest 1/16 inch.
  2. Guided problem set: students complete 20 trade-contextualized problems (e.g., 'A brick wall is 24 ft 6 in long and 8 ft 3 in high; calculate the face area in square feet') using pencil-and-paper arithmetic and then verify with a construction calculator app on a provided tablet.
  3. Mortar-volume estimating drill: given a masonry project sketch with labeled dimensions, pairs of students calculate the volume of mortar needed for each wall section using standard mortar joint thickness, document their process on a structured worksheet, and compare results with another pair.
25-foot tape measures (one per student), folding rules, pencils, graph paper, construction calculator app (tablet or phone), NCCER Core Curriculum textbook (current edition) math chapters, instructor-created problem sets, answer keys.Graded problem set of 25 items covering unit conversion, measurement reading, and area/volume calculation; pass = 80% or higher; instructor also spot-checks measurement readings on physical tape measure for any student scoring below 80%.
4Trade Math II: Ratios, Proportions, Percentages, and Material Estimating20theoryStudents apply ratios and proportions to calculate mortar mix proportions and brick/block counts for a specified wall, incorporating a standard waste allowance to produce a complete materials takeoff.
  1. Instructor presents mortar mix ratios (e.g., Type S, Type N) using a proportion-based method; students practice scaling each mix to batch sizes of 1 bag, 2 bags, and 5 bags of Portland cement, recording results in a structured table.
  2. Materials takeoff exercise: each student receives a one-page project sketch (single-wythe brick wall with a window opening) and independently calculates the number of standard modular bricks, bags of mortar mix, and cubic feet of sand needed, applying a waste factor; results are compared in a class debrief.
  3. Percentage application drill: students calculate percentage of wall area lost to openings (doors, windows) on three increasingly complex wall elevations, then adjust their material counts accordingly.
NCCER Core Curriculum textbook math chapters, instructor-created project sketches, calculators, tablets with construction calculator app, sample mortar mix specification sheets (Type S, Type N, Type M per ASTM standards), blank materials takeoff forms.Graded materials takeoff for a moderately complex wall (one door, two windows); pass = brick count within ±5% of instructor answer key and correct mortar ratio proportions; instructor checks work shown for ratio and waste-factor steps.
5Reading Construction Drawings and Specifications24theoryStudents locate and interpret information from a masonry set of construction drawings—including plan views, elevations, sections, and details—and identify the applicable specification sections that govern materials and workmanship on a masonry project.
  1. Instructor introduces drawing conventions (title block, scale, symbols, abbreviations) using a real full-size masonry project print set; students complete a drawing scavenger hunt worksheet that requires finding the wall section detail, the brick coursing schedule, the lintel schedule, and the mortar specification.
  2. Scale-reading exercise: students use an architect's scale to measure five dimensions directly from a printed elevation drawing, record them, and compare their readings to the listed dimensions as a self-accuracy check.
  3. Small-group specification reading: each group receives the masonry specification section from a sample project manual and answers a structured question set covering required mortar type, joint finish, acceptable brick absorption rates, and inspection requirements; groups present one finding to the class.
Full-size masonry project print set (or high-quality reproductions, minimum 24×36 in), architect's scale rulers, specification section excerpts (sample CSI-format masonry spec), drawing scavenger hunt worksheets, NCCER Core Curriculum chapter on blueprint reading, pencils.Drawing interpretation quiz: 20 questions requiring students to extract specific data (dimensions, material callouts, section references) from the provided print set; pass = 80% or higher; instructor monitors scale-reading accuracy during exercise.
6Digital Tools, Technical Communication, and Workplace Documents20demoStudents use a tablet or smartphone to access NCCER curriculum resources, complete a digital timesheet, send a professionally formatted work-related email, and locate a current Safety Data Sheet for a masonry product.
  1. Instructor demonstration followed by individual practice: each student logs into the NCCER Registry portal (or a simulated training portal), navigates to a module, and downloads a PDF reference document; instructor circulates and assists as needed.
  2. Email composition exercise: given a written scenario (e.g., notifying a supervisor of a material shortage on site), each student drafts and sends a professional email from a school-issued or personal account to the instructor's address, using correct salutation, clear subject line, and polite closing; instructor provides written feedback on format and tone.
  3. SDS navigation drill: students are given three masonry products (Portland cement, mortar color pigment, masonry cleaner) and must locate the current SDS for each using the manufacturer's website or a provided SDS binder, then answer five standardized questions per SDS covering hazard classification, first-aid measures, and required PPE.
Tablets or laptops (one per student), school Wi-Fi access, NCCER student portal access, sample SDS binder with current SDS for Portland cement, mortar pigment, and masonry cleaner, email account access, instructor-created scenario cards, NCCER Core Curriculum chapter on communication.Instructor evaluates each student's email for professional format and accuracy (rubric: subject line, greeting, clear message, correct closing, no spelling errors in key terms; pass = 4 of 5 rubric items met) and checks SDS worksheet for correct identification of hazard class, first-aid measure, and PPE for all three products.
7Career Readiness: Masonry Industry, Employment, and Professional Conduct20theoryStudents produce a complete, accurate resume and cover letter tailored to an entry-level masonry helper or apprentice posting, and demonstrate professional interview responses to at least five common masonry employer questions during a mock interview.
  1. Instructor presents the masonry industry landscape—union and open-shop pathways, apprenticeship programs (IUBAC/BAC and open-shop), typical wage progression, and NCCER Registry use by employers—followed by student-led research on one local masonry employer using the company's website or a job-listing site, summarized in a one-page profile.
  2. Resume and cover letter workshop: each student drafts a resume using a provided template, incorporating any prior work experience, NCCER Core completion, OSHA 10 card, and CPR certification; peers exchange and provide written feedback using a checklist (contact info, objective, skills, education, references), then students revise.
  3. Mock interviews: students pair up and take turns as interviewer and applicant using a provided question bank (questions about punctuality, teamwork, handling a safety concern, physical demands, and career goals); instructor observes two pairs per session and provides feedback on eye contact, clarity, and professional language.
Resume template (Word or Google Docs), cover letter template, mock job postings (two sample masonry helper/apprentice listings), peer feedback checklist, interview question bank (instructor-created, 15 questions), NCCER Core Curriculum career chapter, local union apprenticeship program contact information.Resume evaluated on rubric: complete contact information, accurate credential listing (OSHA 10, CPR, NCCER Core), no factual errors, professional formatting; pass = all required sections present and no major formatting or factual errors; mock interview pass = student provides clear, relevant responses to at least 4 of 5 evaluated questions as rated by instructor observation rubric.
Assessments
AssessmentTypeWeightPass standardMethod & rubric
OSHA 10 End-of-Course Knowledge AssessmentWritten exam25%Score at or above the threshold established by the OSHA Outreach authorized trainer program (commonly 70% correct); students who do not pass on the first attempt receive targeted review and one retake opportunity within the lesson block.The official OSHA 10 Construction Outreach knowledge assessment administered by the authorized trainer at the conclusion of the Lesson 1 block, covering all required OSHA 10 Construction topic areas including fall protection, scaffolding, struck-by, caught-in/between, electrical, and worker rights. Students who pass receive an OSHA 10 wallet card through the authorized trainer.
Accuracy · Safety · Communication · Professionalism
Trade Math and Blueprint Reading ExamWritten exam25%80% or higher (40 of 50 points); students scoring below 80% receive a targeted remediation session and one retake using an alternate form.A 50-item written exam combining the math skills from Lessons 3 and 4 (measurement, area, volume, ratios, material estimating with waste factor) with blueprint reading tasks from Lesson 5 (dimension extraction from a printed masonry elevation and section, identification of mortar type from a specification excerpt). This exam maps to the NCCER Masonry Level 1 Core and introductory masonry module knowledge-check areas.
Accuracy · Safety · Communication · Professionalism
Materials Takeoff and Communication PortfolioProject25%Rubric score of 75% or higher across all four components (takeoff accuracy, SDS documentation, professional email, resume); any single component scored below 60% must be resubmitted within one week.A project portfolio containing: (1) a complete materials takeoff for an instructor-provided masonry wall sketch with window and door openings, showing all calculations and waste-factor adjustments; (2) a completed SDS summary sheet for two masonry products; (3) a revised, final professional email addressing a jobsite scenario; and (4) a final resume and cover letter ready for submission to a masonry employer. The portfolio demonstrates integration of Lessons 4, 5, and 6 competencies.
Accuracy · Safety · Communication · Professionalism
Career Readiness Oral DefenseOral / panel25%Instructor rates student responses using a four-category rubric (industry knowledge, professional communication, safety awareness, self-presentation); pass = 'satisfactory' or above in all four categories; a single 'unsatisfactory' rating requires a second interview session within one week.A 10-minute structured oral interview conducted by the instructor (and, where available, an invited masonry industry guest) in which the student responds to five questions drawn from the course interview question bank plus two spontaneous follow-up questions. The student must also verbally explain one entry on their resume and describe one OSHA standard relevant to masonry work, demonstrating integration of career readiness, communication, and safety knowledge from across all seven lessons.
Accuracy · Safety · Communication · Professionalism
BLD-MASO04-02 Trade course

Brick Masonry: Materials, Bonds, and Coursed Wall Construction

81 hr · $1,120 COMPLIMENTARY

This course introduces learners to the properties, grades, and sizes of fired clay and concrete brick; correct mortar joint profiles; and the hand skills needed to lay straight, plumb, and level coursed brick walls. Students practice the fundamental bonds—running, common, and stack—and build toward constructing a free-standing single-wythe practice wall meeting NCCER Masonry Level 1 competency benchmarks.

Outcomes
Course text

This course introduces learners to the properties, grades, and sizes of fired clay and concrete brick; correct mortar joint profiles; and the hand skills needed to lay straight, plumb, and level coursed brick walls. Students practice the fundamental bonds—running, common, and stack—and build toward constructing a free-standing single-wythe practice wall meeting NCCER Masonry Level 1 competency benchmarks.

How the course runs. 7 blocks: Brick Classification, Properties, and Selection; Silica Dust Safety, PPE, and Brick-Cutting Hazard Controls; Mortar Mixing, Consistency, and Joint Profiles for Brick; Reading Masonry Working Drawings and Coursing Tables; Layout Tools and Establishing the First Course; Building Corner Leads and Running Bond Wall Courses; Cutting Brick and Finishing: Closures, Openings, and Cleanup.

What competent looks like. Identify and select brick by ASTM type, grade, and size for a specified application without error. Mix and apply Type S mortar to achieve full bed and head joints within the ±3/8-inch tolerance required by NCCER standards. Lay a minimum six-course single-wythe running-bond wall that is plumb within 1/4 inch and level within 1/8 inch per 4-foot run. Execute correct struck, concave, and weathered joint tooling profiles and explain each profile's weather-resistance performance. Apply PPE requirements and OSHA fall-protection and silica-dust exposure controls specific to brick masonry operations. Read and interpret a masonry working drawing to determine coursing height, bond pattern, and material takeoff quantities.

Lessons · 7 blocks
#LessonHrTypeObjectiveActivitiesMaterialsCheck
1Brick Classification, Properties, and Selection10theoryGiven a set of brick samples and a specification sheet, the learner will correctly classify each brick by ASTM type and grade and justify the selection for a described application.
  1. Instructor-led lecture with physical samples: learners sort a mixed set of building, facing, and paving bricks into ASTM type groups (SW, MW, NW for building brick; FBS, FBX, FBA for facing brick) using the NCCER Masonry Level 1 module as reference.
  2. Small-group activity: teams receive a one-page project brief (exterior veneer in a freeze-thaw climate, interior partition, paved courtyard) and must specify the correct ASTM grade with a written rationale, then present findings to the class.
  3. Individual worksheet: learners calculate the number of standard modular bricks (3-5/8 × 2-1/4 × 7-5/8 inches) needed to lay a specified wall area, accounting for a standard 3/8-inch mortar joint, using the rule-of-thumb factor from NCCER.
Assorted brick samples (SW, MW, FBS, FBX), NCCER Masonry Level 1 participant module, ASTM C62 and C216 summary handouts, calculators, selection-and-takeoff worksheetScored worksheet and oral justification during group presentation; learner must correctly classify at least 8 of 10 sample bricks and achieve 80% or higher on the takeoff calculation worksheet.
2Silica Dust Safety, PPE, and Brick-Cutting Hazard Controls8demoThe learner will don correct PPE, set up wet-cutting controls or local exhaust ventilation on a masonry saw, and recite the OSHA respirable crystalline silica Table 1 engineering controls applicable to masonry cutting.
  1. Instructor demonstration: using a masonry wet saw, the instructor shows blade-guard positioning, water-delivery check, NIOSH-approved N95 or half-face respirator donning and seal check, eye protection, and hearing protection selection; learners follow a step-by-step PPE checklist.
  2. Paired practice: each learner dons full PPE under the partner's observation using the checklist, then reverses roles; the instructor circulates and corrects fit or omissions before any cutting begins.
  3. Short-answer scenario quiz: learners read three field scenarios (dry-cutting without controls, grinding thinset, saw with inoperable water line) and write the corrective action referencing OSHA's silica standard engineering-control hierarchy.
Masonry wet saw, blade guards, water-delivery system, N95 and half-face respirators with OV/P100 cartridges, safety glasses, face shield, hearing protection, leather gloves, OSHA Silica Table 1 wallet card, PPE checklist, scenario quiz sheetsInstructor observes each learner don PPE without prompting and correctly configure the wet saw; all seven checklist items must be marked satisfactory (100% pass—no partial credit on safety steps). Scenario quiz scored 80% or higher.
3Mortar Mixing, Consistency, and Joint Profiles for Brick12labThe learner will batch and hand-mix a Type S mortar to correct proportions, assess workability by slump, and produce at least three specified joint profiles (concave, struck, weathered) on a cured sample panel.
  1. Instructor demonstration: weigh out Portland cement, masonry cement, hydrated lime, and sand to ASTM C270 Type S proportions; mix in a mechanical mixer, then demonstrate thumbprint workability test and slump consistency; learners record proportions and observations in their lab logs.
  2. Lab rotation: in groups of three, learners batch two 4-cubic-foot mixes—one by volume using a shovel-count method and one by weight—compare consistency, and note differences in their logs.
  3. Practice panel exercise: each learner lays a three-course sample row on a pre-built backing board, then tools joints with a jointing iron (concave), margin trowel (struck), and flat jointer (weathered); instructor evaluates profile depth and uniformity.
Mechanical mortar mixer, Portland cement, masonry cement Type S, hydrated lime, masonry sand, water, measuring buckets, scale, brick samples (for panel), jointing iron, margin trowel, flat jointer, rubber mallet, level, NCCER Masonry Level 1 module, lab log bookletsLab log entry checked for correct proportions and recorded observations; joint profiles evaluated by instructor against NCCER rubric—each of three profiles must show uniform depth and smooth finish with no voids; 80% of scored criteria must be met to pass.
4Reading Masonry Working Drawings and Coursing Tables8theoryGiven a set of masonry working drawings, the learner will extract bond pattern, coursing height, opening locations, and material quantities without instructor assistance.
  1. Instructor walkthrough of a sample two-sheet drawing set (plan view, elevation, section detail): identify title block, scale, masonry symbols, coursing notation, and control joint locations using NCCER drawing-reading reference.
  2. Individual exercise: learners use a scale rule to read dimensions from a provided elevation drawing, complete a coursing-height table for modular brick (using the 4-inch vertical module), and list materials for a 10-foot × 6-foot wall section.
  3. Peer-review activity: learners exchange completed takeoff sheets and check each other's coursing math; discrepancies are resolved as a class discussion led by the instructor.
Printed masonry working drawing set (plan, elevation, section), architectural scale rules, NCCER Masonry Level 1 module (drawing-reading chapter), coursing table reference card, calculators, blank takeoff formsIndividual drawing exercise scored by instructor; learner must correctly identify all five labeled features on the elevation and calculate materials within 5% of the answer key to pass at 80% or higher.
5Layout Tools and Establishing the First Course12demoThe learner will use a story pole, mason's level, corner blocks, and line pins to dry-bond a full first course of brick to a chalk-line layout and confirm it is level and square before mortaring.
  1. Instructor demonstration on the lab floor: snap chalk lines for a 4-foot × 4-foot square, set corner bricks, run mason's string line, and dry-bond intermediate bricks checking head-joint spacing with a gauge rod; learners observe then replicate the sequence step by step.
  2. Timed individual drill: each learner is given a marked slab section and must dry-bond a 10-brick first course with correct spacing within 20 minutes, then check with a level and report the reading; errors are corrected and the drill is repeated.
  3. Paired exercise using a story pole: learners mark a story pole for six courses of standard modular brick at the 4-inch module, compare poles, and discuss how the pole transfers to corner leads.
Mason's chalk line and chalk, 4-foot mason's level, 2-foot torpedo level, corner blocks, line pins, mason's string line, gauge rod, story poles (shop-made 1×2 lumber), tape measure, dry brick supply, marked concrete slab sections in labInstructor measures completed dry-bond first course for level (within 1/8 inch across the run) and equal head-joint spacing (within 1/4 inch of nominal); both criteria must be met before the learner advances to mortared coursing.
6Building Corner Leads and Running Bond Wall Courses22practiceThe learner will build a two-corner-lead, six-course running-bond practice wall section that is plumb within 1/4 inch, level within 1/8 inch per 4-foot run, and has full bed and head joints within the 3/8-inch tolerance.
  1. Guided build (days 1–2): instructor builds one lead while narrating each step—butter the bed joint, set the corner brick, check plumb and level, rack back successive courses; learners then build the opposite lead simultaneously with instructor circulating.
  2. Independent wall fill (days 3–4): learners fill between the two completed leads course by course, pulling a string line for each course, tooling joints after the mortar reaches thumbprint hardness, and cleaning excess mortar; they record observations and any corrections in their lab logs.
  3. Self-assessment and peer review: completed walls are measured for plumb, level, and joint uniformity using a tolerance checklist; learners document findings with photos and written notes in their lab logs, then exchange walls with a partner for a blind check.
Fired clay standard modular brick (sufficient for practice walls), pre-batched Type S mortar, trowels (brick and margin), jointing iron, 4-foot mason's level, torpedo level, line blocks, string line, story pole, rubber mallet, joint raker, brush, sponge, lab log booklets, tolerance checklistInstructor measures each completed wall using a tolerance checklist: plumb ≤1/4 inch over six courses, level ≤1/8 inch per 4-foot run, all joints 3/8 inch ±1/8 inch, no voids visible when joint is raked; learner must meet all four criteria to pass the skills demonstration assessment.
7Cutting Brick and Finishing: Closures, Openings, and Cleanup9labThe learner will safely cut closure bricks to a marked dimension using a masonry wet saw and a brick hammer and bolster, install them into a pre-built wall opening without cracking adjacent courses, and clean the finished panel to a mortar-free surface.
  1. Wet-saw cutting station (with all silica controls active): learners mark a set of six closure bricks at varied widths using a combination square, cut each on the wet saw, and check the cut face with a square; instructor evaluates cut quality before proceeding.
  2. Brick hammer and bolster practice: learners score and snap three bricks by hand to produce half-bricks, then compare the cut surface to the saw-cut closures and discuss when each method is appropriate on the job.
  3. Installation and cleanup: learners butter and set closure bricks into pre-built opening positions in the practice wall, tool the new joints to match existing profile, then clean the panel using a damp sponge wash and discuss acid-wash procedures and their hazards.
Masonry wet saw with guard and water supply, brick hammer, cold chisel/bolster, combination square, pencil, PPE kit (N95 respirator, face shield, hearing protection, gloves), closure bricks, Type S mortar, trowel, jointing iron, buckets, sponges, clean water, NCCER Masonry Level 1 module (cleaning section)Each cut closure brick is measured: dimension within 1/8 inch of marked length and face square within 3 degrees; installed closures must meet the same plumb/level/joint tolerance as Lesson 6; cleaned panel must show no mortar smear visible at arm's length. All criteria must pass.
Assessments
AssessmentTypeWeightPass standardMethod & rubric
Brick Masonry Written Knowledge ExamWritten exam25%80% correct (32 of 40 questions)A 40-question multiple-choice exam covering ASTM brick types and grades, mortar proportions and ASTM C270 Type S designation, bond pattern identification, coursing math, joint profile names and weather-resistance rankings, and reading masonry drawings. Questions are aligned to NCCER Masonry Level 1 module content areas so that results predict readiness for the NCCER written assessment.
Standard met · Safety · Time · Quality/finish · Documentation
Six-Course Running Bond Wall Skills DemonstrationSkills demonstration45%All four tolerance criteria met: plumb ≤1/4 inch, level ≤1/8 inch per 4-foot run, joints 3/8 inch ±1/8 inch, no voids; scored pass/fail per criterion—all four must be satisfiedEach learner independently lays a six-course, single-wythe running-bond wall section on a prepared base without instructor assistance, then tools all joints and cleans the panel. The instructor evaluates the finished wall against a four-criterion rubric mirroring NCCER Masonry Level 1 performance task standards.
Standard met · Safety · Time · Quality/finish · Documentation
Lab Log PortfolioLog15%75% of entries scored satisfactory (S) on the rubric; any entry receiving Unsatisfactory (U) on a safety item must be corrected and resubmittedLearners maintain a bound lab log throughout the course capturing mortar batch records, tool setup checklists, self-assessment measurements, and reflective notes on errors and corrections from every hands-on lesson. The instructor reviews and scores each entry using a four-point rubric assessing completeness, accuracy of recorded measurements, and quality of written reflection.
Standard met · Safety · Time · Quality/finish · Documentation
Safety Practices Observation ChecklistSafety audit15%100% satisfactory on all seven safety behaviors; any single failure requires immediate remediation and re-observation before the learner continues hands-on workThe instructor completes a structured observation checklist at two unannounced points during the practice and lab lessons, verifying that the learner: correctly dons and wears all required PPE, activates wet-cutting controls before starting the saw, keeps non-participants outside the cutting zone, stores mortar materials safely, and follows tool-handling procedures. This checkpoint maps directly to the OSHA 10 Construction hazard-recognition competency.
Standard met · Safety · Time · Quality/finish · Documentation
BLD-MASO04-03 Trade course

Concrete Masonry Unit (CMU) Block Construction

81 hr · $1,120 COMPLIMENTARY

This course develops the knowledge and hands-on skills required to lay concrete masonry units (CMU) for structural and non-structural walls, including proper mortar application, coursing, reinforcement, and quality control. Students learn to read block-wall drawings, set up story poles, maintain plumb and level across multiple courses, and comply with safety standards specific to block masonry operations. Lessons align with NCCER Masonry Level 1 and Level 2 core competencies for unit masonry and wall systems.

Outcomes
Course text

This course develops the knowledge and hands-on skills required to lay concrete masonry units (CMU) for structural and non-structural walls, including proper mortar application, coursing, reinforcement, and quality control. Students learn to read block-wall drawings, set up story poles, maintain plumb and level across multiple courses, and comply with safety standards specific to block masonry operations. Lessons align with NCCER Masonry Level 1 and Level 2 core competencies for unit masonry and wall systems.

How the course runs. 7 blocks: CMU Materials: Types, Sizes, and Specifications; Safety for Block Masonry: Material Handling, PPE, and Scaffold Basics; Mortar for CMU: Mix Design, Consistency, and Joint Application; Laying the First Course: Dry Bond, Layout, and Corner Setup; Building Up: Story Pole, Coursing, and Multi-Course Walls; Reinforced CMU: Joint Reinforcement, Rebar, and Grouting Fundamentals; Quality Control, Tolerances, and Inspection Readiness.

What competent looks like. Identify CMU types, nominal dimensions, and ASTM classifications and select the correct unit for a given application. Mix and apply mortar to face shells and cross webs of CMU to achieve full bed joints and consistent head joints meeting specification tolerances. Lay a running-bond CMU wall of at least eight courses, maintaining plumb, level, and alignment within 1/8-inch tolerance per 10 feet. Set up and use a story pole, line blocks, and mason's line to control coursing height and horizontal alignment across an entire wall. Install horizontal joint reinforcement and describe the purpose and placement of vertical reinforcing bars and grout fills in reinforced CMU construction. Demonstrate safe material-handling practices for CMU, including proper lifting mechanics, scaffold inspection, and PPE use consistent with OSHA standards.

Lessons · 7 blocks
#LessonHrTypeObjectiveActivitiesMaterialsCheck
1CMU Materials: Types, Sizes, and Specifications9theoryGiven a set of CMU samples and a project specification, students will correctly identify unit type, nominal versus actual dimensions, and applicable ASTM standard for each unit with 100% accuracy.
  1. Instructor-led lecture and slide presentation covering CMU manufacturing, hollow versus solid units, lightweight versus normal-weight aggregate, and ASTM C90 classification; students take guided notes and answer comprehension questions.
  2. Hands-on identification lab: each student receives six unlabeled CMU samples (standard stretcher, half block, corner, bond beam, lintel, and split-face) and completes an identification worksheet listing nominal size, actual size, unit type, and likely application.
  3. Small-group research task: teams locate the current ASTM C90 table of requirements in the classroom reference binder, record minimum face-shell and web thickness values for each size group, and present findings to the class in a five-minute summary.
CMU sample set (six unit types), measuring tapes, calipers, ASTM C90 standard (classroom copy), NCCER Masonry Level 1 module on masonry units, whiteboard, projectorScored identification worksheet: student must correctly name unit type, record actual dimensions within 1/16-inch, and cite the correct ASTM standard for all six samples; passing score is 80% (5 of 6 correct across all three criteria per unit).
2Safety for Block Masonry: Material Handling, PPE, and Scaffold Basics10demoStudents will demonstrate proper manual lifting technique for CMU, correctly don required PPE, and complete a scaffold pre-use inspection checklist without any critical errors.
  1. Instructor demonstrates the OSHA-aligned sequence for donning PPE for block work (safety glasses, dust-rated respirator, gloves, steel-toed boots, hard hat) and explains the hazard each item addresses; students don and self-check their own PPE while instructor evaluates each person.
  2. Live demonstration of team-lift procedure for 50-plus-pound CMU units, including communication calls, grip placement, and set-down technique; students practice in pairs on a flat surface while instructor coaches body mechanics and provides corrective feedback.
  3. Scaffold pre-use inspection exercise: instructor walks students through a tubular-frame scaffold erected in the shop, pointing out planking, guardrails, cross-bracing, base plates, and mud sills; each student then independently completes the OSHA scaffold inspection checklist and flags any deliberately introduced deficiencies (three deficiencies planted).
Full PPE sets per student (safety glasses, N95 or higher dust respirator, leather gloves, hard hat, steel-toed boots), tubular-frame scaffold with three planted deficiencies, OSHA scaffold inspection checklist, CMU blocks for lifting practice, NCCER Safety module reference cardsInstructor observes and signs off: student must don all five PPE items correctly, perform team lift without back-rounding, and identify all three scaffold deficiencies on the checklist; any missed deficiency or unsafe lift posture requires immediate remediation and recheck before student proceeds to hands-on block work.
3Mortar for CMU: Mix Design, Consistency, and Joint Application12labStudents will batch a Type S mortar mix by weight or volume to specification, achieve proper consistency verified by slump, and apply full face-shell bed joints and head joints on CMU meeting the 3/8-inch joint thickness standard.
  1. Instructor demonstrates mortar batching at the mixer — measuring portland cement, masonry cement or lime, and masonry sand by volume using calibrated buckets — then adjusts water to produce workable consistency; students each batch one mixer load, record proportions in their lab log, and measure slump using the mortar flow table or by thumb-penetration test.
  2. Face-shell bedding drill: each student lays a single course of five stretcher blocks on a level mortar board, applying mortar only to the two face shells (not the webs) per standard CMU practice, then joints the head joints; instructor measures joint thickness at three random locations per student.
  3. Remediation and comparison exercise: instructor lays a course with intentional defects (excess mortar squeeze-out, voids, uneven joints) and a correct course side by side; students examine both, probe joints with a nail, and write a three-item punch list identifying each defect and the corrective action.
Mortar mixer, portland cement or masonry cement, masonry sand, lime (if applicable), calibrated volume buckets, water supply, mortar boards, hawk and trowels (brick and margin), CMU stretcher blocks, 4-foot level, joint filler rod, lab log notebooks, NCCER Masonry Level 1 mortar moduleLab log entry reviewed by instructor: mortar proportions must match specified Type S ratio; joint thickness at all three measured locations must be 3/8 inch ± 1/8 inch; face shells must show full contact with no visible voids larger than 1/2 inch; passing standard requires all three criteria met.
4Laying the First Course: Dry Bond, Layout, and Corner Setup14practiceStudents will dry-bond a running-bond CMU wall segment on a prepared footing form, mark head-joint locations, and lay a fully mortared first course that is level across its length within 1/8 inch and square at the corners within 1/8 inch over a 10-foot run.
  1. Dry-bond layout exercise: each student dry-bonds a 10-foot wall segment using stretcher and half blocks to establish running bond without mortar, adjusts spacing to achieve equal head joints, and marks each head-joint location on the footing form with a pencil line — then photographs the layout for the lab log.
  2. Corner lead-up: instructor demonstrates setting a corner block plumb and level, applying mortar to footing, setting the unit, checking all three axes (plumb, level, range), and tapping to final position; students each set one corner block, and instructor checks with a level and tape before they proceed.
  3. First-course lay: students lay the full first course between two corners, pulling a mason's line set to the face of the corner blocks, checking level at every third block, and adjusting mortar bed thickness to maintain the coursing height established by the corner; course is checked end-to-end by instructor before students move to the next lesson.
Prepared footing forms or slab surface, CMU stretcher and half blocks, story pole (instructor-prepared for this module), mason's line and line blocks, 4-foot level, 2-foot level, steel square, tape measure, pencil, chalk line, mortar boards, trowels, rubber mallet, NCCER Masonry Level 1 unit masonry moduleInstructor measures completed first course: level tolerance ≤ 1/8 inch across full length, corner square within 1/8 inch (3-4-5 diagonal check), all head joints 3/8 inch ± 1/8 inch; any measurement outside tolerance requires student to reset the deficient section before advancing.
5Building Up: Story Pole, Coursing, and Multi-Course Walls16practiceUsing a story pole graduated for CMU coursing, students will build a running-bond CMU wall to eight courses high, maintaining plumb within 1/8 inch per 4 feet and matching the story-pole course marks at every course.
  1. Story-pole fabrication and use: each student marks a story pole for standard 8-inch CMU coursing (7-5/8-inch unit plus 3/8-inch joint = 8 inches per course) up to eight courses, then uses the pole to check corner leads after each course — recording actual versus target height in the lab log at courses 2, 4, 6, and 8.
  2. Corner-lead building: students build corner leads to four courses on both ends of their wall, checking plumb on both faces of each course with a 4-foot level and adjusting mortar bed to maintain coursing; instructor circulates and provides real-time feedback before the student lays the next course.
  3. Closure and fill: students pull line from lead to lead and fill in all courses, using proper closure-block technique (butter both the closure block and the adjacent head joints before setting), then tool all joints to a concave profile using a jointing tool when mortar reaches thumbprint hardness.
CMU stretcher, half, and corner blocks, story poles (student-fabricated), mason's line, line blocks, 4-foot level, 2-foot level, plumb bob or digital level, trowels, jointing tool (5/8-inch convex), mortar boards, mortar mixer, lab log notebooks, NCCER Masonry Level 1 unit masonry moduleInstructor checks completed 8-course wall using story pole and level: plumb on both faces ≤ 1/8 inch per 4 feet, coursing height at every course within 1/8 inch of story-pole mark, joints tooled to a concave profile with no cracks or voids; student must meet all three criteria to pass; deficient sections are documented and corrected.
6Reinforced CMU: Joint Reinforcement, Rebar, and Grouting Fundamentals12demoStudents will correctly install ladder-type horizontal joint reinforcement at specified intervals in a CMU wall and describe the placement sequence for vertical rebar and grout fills as required by a given structural detail.
  1. Instructor demonstration: using a two-course-high CMU mock-up with bond-beam blocks, the instructor installs ladder-type joint reinforcement (showing lap splice length, placement in the mortar bed, and positioning away from the face), then places a vertical rebar through the cores of a four-course section and discusses low-lift versus high-lift grouting methods per industry practice.
  2. Student installation drill: each student installs three courses of CMU with horizontal joint reinforcement at the specified course per a given structural note, ensuring correct embedment, proper lap at splices, and full mortar coverage; a partner checks with a ruler that reinforcement is centered in the bed and not closer than 5/8 inch to either face.
  3. Drawing interpretation exercise: instructor distributes a partial wall section detail showing vertical rebar size, spacing, and grout pour height; students individually answer a five-question worksheet identifying rebar size from the notation, spacing between bars, which cores receive grout, the purpose of cleanout blocks, and the difference between partial grouting and full grouting.
CMU stretcher, corner, and bond-beam blocks, ladder-type joint reinforcement (galvanized), vertical rebar (size as specified on detail), mortar boards, trowels, tape measure, ruler, wall section drawings, worksheet, NCCER Masonry Level 2 module on reinforced masonry, whiteboardInstructor inspects installed joint reinforcement: embedment in mortar bed correct, lap splice length meets detail, reinforcement continuous with no gaps; worksheet scored — student must answer 4 of 5 questions correctly; both criteria must be met to pass.
7Quality Control, Tolerances, and Inspection Readiness8labStudents will conduct a systematic quality-control inspection of a completed CMU wall panel using standard masonry tolerances, document findings on an inspection form, and identify corrective actions for any out-of-tolerance conditions.
  1. Tolerance review and tool calibration: instructor reviews industry-standard CMU wall tolerances (plumb, level, alignment, joint size) from the NCCER reference and demonstrates use of each inspection tool — 4-foot level, straightedge, story pole, tape, and feeler gauge — against a sample wall; students practice reading each tool and recording measurements in the correct units.
  2. Peer-wall inspection exercise: students exchange the CMU walls they built in Lessons 5 and 6 and conduct a formal inspection of a partner's wall using a provided inspection form that lists measurement type, location, required tolerance, actual measurement, and pass/fail; each student records at least eight measurements.
  3. Corrective-action planning: for any out-of-tolerance finding on the inspection form, the student writes a brief corrective-action note explaining what should have been done differently during construction (not after the fact) and presents two findings to the class with their corrective actions, receiving peer and instructor feedback.
4-foot level, 8-foot straightedge, story pole, tape measure, feeler gauge, completed CMU wall panels from Lessons 5 and 6, QC inspection form (instructor-prepared), NCCER Masonry Level 1 and Level 2 reference modules, pencils, lab log notebooksCompleted inspection form reviewed by instructor: student must record all eight required measurements with correct units, correctly classify each as pass or fail against the stated tolerance, and write a plausible corrective action for each failure; passing standard is 80% of entries accurate (measurement, classification, and corrective action all correct for that entry).
Assessments
AssessmentTypeWeightPass standardMethod & rubric
CMU Knowledge ExamWritten exam25%75% or higher (30 of 40 items correct)A 40-item written exam covering CMU unit types and ASTM classification, mortar types and mix proportions for block work, coursing mathematics and story-pole layout, reinforced masonry terminology and placement sequences, and standard quality-control tolerances. Questions are multiple-choice and short-answer formatted to mirror NCCER Masonry Level 1 and Level 2 module assessments.
Standard met · Safety · Time · Quality/finish · Documentation
CMU Wall Skills DemonstrationSkills demonstration45%All four criteria rated Satisfactory (S); any Unsatisfactory (U) rating requires remediation and one re-demonstrationThe student builds an eight-course running-bond CMU wall segment including a corner lead, horizontal joint reinforcement at the specified course, and tooled concave joints; an instructor evaluator scores four criteria on a rubric: mortar application (full face-shell bedding, correct joint thickness), dimensional accuracy (plumb ≤ 1/8 inch per 4 feet, coursing matches story pole), joint reinforcement installation (correct placement and lap), and joint finishing (tooled to thumbprint hardness, consistent profile). This skills demonstration maps directly to NCCER Masonry Level 1 performance profile tasks for unit masonry.
Standard met · Safety · Time · Quality/finish · Documentation
Lab Log PortfolioLog15%Entries complete and accurate for all seven lessons; minimum score of 80% on the instructor rubric across all entriesStudents maintain a running lab log throughout the course documenting mortar batch records (proportions and slump results), dry-bond layout sketches and photographs, story-pole markings and course-height measurements, reinforcement installation notes, and QC inspection forms. The portfolio is evaluated at the end of the course using a rubric assessing completeness, measurement accuracy, and the quality of corrective-action notes.
Standard met · Safety · Time · Quality/finish · Documentation
Block Work Safety CheckSafety audit15%Zero critical errors; any critical error results in immediate remediation and mandatory recheck before the student continues hands-on workA live, unannounced observation conducted by the instructor during Lesson 5 or 6 in which the evaluator uses a 12-item checklist to confirm the student is wearing all required PPE, using correct lifting mechanics for CMU, setting up and working from scaffold without prohibited behaviors (such as overreaching or standing on the guardrail), and maintaining a clear work area free of trip hazards. Critical items include PPE compliance, scaffold safety, and lift technique; all must be rated Satisfactory.
Standard met · Safety · Time · Quality/finish · Documentation
BLD-MASO04-04 Trade course

Stone Masonry: Selection, Layout, and Construction

81 hr · $1,120 COMPLIMENTARY

Students learn to identify, select, and lay natural and manufactured stone using proper mortar, layout, and jointing techniques for both structural and veneer applications. The course covers stone types, coursing patterns, cutting and shaping methods, drainage considerations, and NCCER Masonry Level 1–2 stone-related competencies. Emphasis is placed on safe tool use, accurate layout, and producing plumb, level, and aesthetically consistent stonework.

Outcomes
Course text

Students learn to identify, select, and lay natural and manufactured stone using proper mortar, layout, and jointing techniques for both structural and veneer applications. The course covers stone types, coursing patterns, cutting and shaping methods, drainage considerations, and NCCER Masonry Level 1–2 stone-related competencies. Emphasis is placed on safe tool use, accurate layout, and producing plumb, level, and aesthetically consistent stonework.

How the course runs. 7 blocks: Stone Types, Properties, and Selection; Safety for Stone Work: PPE, Tool Hazards, and Silica Control; Stone Layout: Reading Drawings, Coursing, and Dry-Stack Planning; Mortar for Stone: Mix Design, Consistency, and Bedding Technique; Cutting and Shaping Stone: Hand Tools and Power Equipment; Building a Stone Wall Panel: Coursed Ashlar and Random Rubble Applications; Jointing, Cleaning, and Finishing Stone Surfaces.

What competent looks like. Identify and classify common natural and manufactured stone by type, origin, and structural properties, selecting appropriate units for a given application. Lay out and execute running, random rubble, ashlar, and coursed ashlar patterns within specified tolerances for plumb, level, and alignment. Mix and apply mortar compatible with stone type and application, achieving correct joint width, depth, and finish. Use angle grinders, wet saws, chisels, and hand hammers to cut and shape stone safely, wearing required PPE and following established lockout/tagout procedures. Read and interpret masonry drawings and project specifications to select stone, determine coursing, and plan drainage details for stone walls and veneer. Document completed stonework with a written inspection checklist that meets project specifications and employer quality-control standards.

Lessons · 7 blocks
#LessonHrTypeObjectiveActivitiesMaterialsCheck
1Stone Types, Properties, and Selection10theoryStudents will classify at least six common natural stone types and three manufactured stone products by origin, physical properties, and appropriate construction application with no more than one error on a written identification quiz.
  1. Examine a sample library of labeled stone specimens (granite, limestone, sandstone, fieldstone, slate, bluestone, cultured stone, cast stone) and record each type's color range, texture, cleavage, hardness, and typical use on a classification worksheet.
  2. In small groups, compare manufacturer specification sheets for cultured stone and natural fieldstone veneer, then present to class which product they would specify for a residential entry wall and justify the choice using load, climate, and cost factors.
  3. Complete a matching quiz linking stone names to NCCER Masonry Level 1 module vocabulary: igneous, sedimentary, metamorphic, ashlar, rubble, and coursed stone.
Stone specimen library (minimum 12 samples), manufacturer spec sheets, NCCER Masonry Level 1 Core and Level 2 Stone modules, student notebooks, classification worksheetsWritten identification quiz: correctly classify 10 of 12 stone samples by type and appropriate use (83% pass mark).
2Safety for Stone Work: PPE, Tool Hazards, and Silica Control8theoryStudents will identify the personal protective equipment, engineering controls, and work practices required to reduce silica dust exposure and power-tool injury risks when cutting and laying stone to OSHA standards.
  1. Review OSHA's respirable crystalline silica standard requirements for masonry operations; students complete a hazard-identification exercise on a job-site photograph, circling at least five silica and struck-by hazards and writing a corrective action for each.
  2. Instructor demonstrates proper donning and doffing of half-face respirator (N95 and P100), safety glasses, face shield, hearing protection, cut-resistant gloves, and steel-toed boots; students practice the donning sequence and are checked by a partner using a PPE checklist.
  3. Walk through the shop's lockout/tagout procedure for the wet saw and angle grinder: students locate energy-isolation points, affix a personal lock, verify zero energy with the instructor, then de-energize and remove the lock—documented on the program LOTO log.
OSHA silica standard fact sheet for masonry, PPE inventory (respirators, safety glasses, face shields, hearing protection, gloves, boots), LOTO lockout kit, wet saw and angle grinder (de-energized for demo), PPE donning checklist, LOTO logPPE donning checklist: student correctly selects and wears all required PPE for stone cutting in one attempt with zero omissions; LOTO steps completed in correct sequence with zero procedural errors before being cleared to use power tools.
3Stone Layout: Reading Drawings, Coursing, and Dry-Stack Planning10demoStudents will read a simple masonry drawing for a stone wall, calculate coursing heights and unit quantities, and produce a dry-stack layout of an assigned pattern that is plumb within 1/8 inch and level within 1/8 inch over a 4-foot run.
  1. Instructor draws a 4-foot-wide by 3-course-high ashlar wall elevation on the board; students use a scale rule to determine each course height, calculate the number of units needed, and sketch a materials list—instructor reviews answers as a class.
  2. Using chalk lines, story pole, level, plumb bob, and tape measure, students lay out a dry-stack (no mortar) single-wythe coursed ashlar pattern on the lab floor, adjusting head joints to avoid continuous vertical joints and maintaining consistent course height.
  3. Students self-check plumb and level with a 4-foot level at four locations, record measurements on a layout log, and identify any adjustments needed before mortar is introduced in the next lab lesson.
Stone masonry working drawings (program-produced), scale rules, story pole, chalk line, 4-foot level, plumb bob, tape measure, layout log forms, dry stone units (ashlar blocks or manufactured stone)Layout log reviewed by instructor: dry-stack wall plumb within 1/8 inch and level within 1/8 inch at all four check points before student advances to mortar work.
4Mortar for Stone: Mix Design, Consistency, and Bedding Technique10labStudents will select a mortar type appropriate for a given stone application, batch and mix mortar to the correct consistency, and bed three courses of stone with full head and bed joints showing no voids larger than 3/4 inch.
  1. Instructor reviews ASTM mortar type designations (Type S, Type N) and explains why softer stones such as sandstone typically require softer mortar; students complete a mortar-selection decision chart for three scenarios (fieldstone garden wall, limestone veneer, granite retaining wall).
  2. Students batch and hand-mix Type S mortar using pre-measured proportions of masonry cement and sand, checking slump and consistency with the drop test; record water-to-mix ratio and working time on the mortar log before using the mix.
  3. Each student beds two courses of ashlar stone on a pre-leveled mortar base: butter head joints, set each unit, tap with a rubber mallet to achieve full bed contact, and check alignment with a straightedge—instructor observes and provides immediate verbal feedback.
Masonry cement (Type S), masonry sand, water, mixing trough, margin trowel, brick trowel, rubber mallet, straightedge, 4-foot level, mortar log forms, NCCER Masonry Level 2 Stone module, safety glasses, glovesMortar log and instructor observation: correct mortar type selected with written justification; mix passes drop-test consistency check; bedded stone shows no voids larger than 3/4 inch on any joint when checked with a straightedge (instructor verification required before moving to next course).
5Cutting and Shaping Stone: Hand Tools and Power Equipment15practiceStudents will safely cut stone to a marked dimension using both hand tools (chisel and hammer) and a wet saw, producing a finished face within 1/4 inch of the target dimension and a clean, safe cut edge.
  1. After completing LOTO procedure and donning full PPE (face shield, P100 respirator, hearing protection, gloves), each student traces a cut line on a sandstone slab with a soapstone pencil, scores the line with a chisel and 2-pound hammer using three light passes, then splits along the score; measure the result and record deviation from target on a cut log.
  2. Using the shop wet saw (after instructor demonstration and LOTO verification), each student makes two guided straight cuts on limestone pieces to a marked dimension; instructor checks blade guard position, water flow, and hand placement before the first cut and monitors throughout.
  3. Students practice shaping a rounded fieldstone corner using a mason's hammer and pitching chisel to remove excess material, then smooth the face with a rubbing stone; compare result to a reference sample and evaluate finish quality on a self-assessment rubric.
Sandstone and limestone slabs, wet saw with diamond blade, angle grinder with diamond cup wheel, chisel set, 2-pound mason's hammer, pitching chisel, rubber mallet, soapstone pencils, tape measure, rubbing stone, LOTO lockout kit, face shields, P100 respirators, hearing protection, cut-resistant gloves, cut log formsCut log reviewed by instructor: two cuts within 1/4 inch of target dimension; no chipping beyond the cut line greater than 1/2 inch; LOTO procedure and PPE donning observed and signed off by instructor before any power tool is energized.
6Building a Stone Wall Panel: Coursed Ashlar and Random Rubble Applications18labStudents will build a freestanding single-wythe stone wall panel at least 3 feet long and 4 courses high, selecting units, cutting as needed, setting in mortar, and finishing joints to produce a wall plumb within 1/4 inch, level within 1/8 inch per 4-foot run, and free of open joints.
  1. Each student selects stone units from the supply yard, sorting for size and shape compatibility with their assigned pattern (half the class builds coursed ashlar; the other half builds random rubble); students prepare a unit layout sketch before mortar is mixed.
  2. Students construct the full panel in sessions across multiple class days, alternating bond patterns at corners and bond stones at regular intervals, cutting units to fit with wet saw or hand tools as needed, and tooling joints when mortar is thumbprint-hard with a convex jointer.
  3. At completion, students conduct a self-inspection using a program quality-control checklist (plumb, level, joint width consistency, bond pattern, joint finish, absence of mud smears on face stone) and submit a written summary of any deviations from specification and how they were corrected.
Assorted natural and manufactured stone units, Type S mortar materials, mixing trough, brick and margin trowels, rubber mallet, wet saw, chisel set, mason's hammer, 4-foot level, plumb bob, line blocks and line, convex jointer, sponge, quality-control checklist, student layout sketch paperInstructor inspection with quality-control checklist: wall plumb within 1/4 inch over full height, level within 1/8 inch per 4-foot run, no open joints, bond stones present at specified intervals, joints tooled uniformly—student must pass all five checklist categories to receive credit for the lab.
7Jointing, Cleaning, and Finishing Stone Surfaces10practiceStudents will tool, point, and clean a completed stone wall panel, selecting the correct joint profile for the stone type and producing a uniform finish free of mortar staining that meets the project specification.
  1. Instructor demonstrates five joint profiles (raked, struck, weathered, flush, convex) on a sample panel and explains which profiles are suitable for stone versus brick and why raked joints are avoided on horizontal surfaces in wet climates; students sketch and label each profile in their notebooks.
  2. Students return to their wall panels from Lesson 6, check mortar cure stage, and tool all joints with the appropriate jointer; any joints that were missed or have shrinkage cracks are pointed with fresh mortar and re-tooled to match, with instructor sign-off before cleaning begins.
  3. Students clean face stone using a soft-bristle brush and water (no acid on stone unless specification requires and instructor approves), wipe mortar smears while mortar is still green, then inspect the finished surface under raking light and note any remaining defects on a final inspection form submitted with the lab log.
Convex jointer, raking tool, margin trowel, mortar hawk, soft-bristle brush, water and buckets, clean rags, work lights for raking inspection, final inspection form, student notebooks, NCCER Masonry Level 2 Stone moduleFinal inspection form reviewed by instructor: all joints tooled to the specified profile, no open joints visible, no mortar staining on face stone larger than 1 square inch per linear foot—75% or more of inspection criteria met to pass; deficiencies listed must be corrected before the skills demonstration assessment.
Assessments
AssessmentTypeWeightPass standardMethod & rubric
Stone Masonry Knowledge ExamWritten exam25%75% or higher (30 of 40 questions correct)A 40-question written exam covering stone classification, mortar type selection, coursing patterns, joint profiles, silica hazard controls, and NCCER Masonry Level 1–2 stone module vocabulary. Questions are multiple-choice and short-answer, mapped to NCCER Masonry Level 1 Core and Level 2 Stone competency areas.
Standard met · Safety · Time · Quality/finish · Documentation
Stone Wall Construction Skills DemonstrationSkills demonstration45%Pass all five rated categories on the instructor evaluation rubric with no category rated below 'acceptable'The student independently builds a specified 3-course stone panel (minimum 3 feet long) using assigned stone type and mortar, cutting at least one unit to fit, tooling joints, and cleaning the face—evaluated by the instructor on unit selection, mortar application, plumb/level tolerance, joint profile consistency, and face cleanliness. This performance maps to NCCER Masonry Level 2 Stone hands-on task requirements.
Standard met · Safety · Time · Quality/finish · Documentation
Lab Log PortfolioLog15%All seven lesson lab logs submitted; average score of 75% or higher across scored entriesStudents submit a compiled log of all in-class activities including the mortar decision chart, cut log, quality-control checklist, final inspection form, and self-assessment rubrics from each lesson; the portfolio demonstrates progressive skill development and is reviewed for completeness, accuracy of recorded measurements, and quality of written self-evaluations.
Standard met · Safety · Time · Quality/finish · Documentation
Safety and Hazard-Control CheckSafety audit15%Zero critical errors; all items on the safety checklist marked 'satisfactory' in a single observed sessionBefore any graded skills work, the instructor observes each student perform: full PPE selection and donning for stone cutting, the wet saw LOTO procedure, and verbal identification of at least three silica-dust engineering controls; a single critical error (e.g., missing respirator, skipping energy isolation) results in immediate stop and required remediation before re-attempt. This check maps to OSHA 10 Outreach training objectives for construction hazard recognition.
Standard met · Safety · Time · Quality/finish · Documentation
BLD-MASO04-05 Trade course

Mortar: Composition, Mixing, and Application

81 hr · $1,120 COMPLIMENTARY

This course develops the knowledge and hands-on skill to select, proportion, mix, and apply mortars correctly for brick, block, stone, and veneer masonry in accordance with industry standards. Students learn how mortar type affects structural performance, workability, and durability, and they practice mixing by volume and with mechanical mixers to produce consistent, code-compliant batches. Lessons connect directly to NCCER Masonry Level 1 and Level 2 core competencies in materials and layout.

Outcomes
Course text

This course develops the knowledge and hands-on skill to select, proportion, mix, and apply mortars correctly for brick, block, stone, and veneer masonry in accordance with industry standards. Students learn how mortar type affects structural performance, workability, and durability, and they practice mixing by volume and with mechanical mixers to produce consistent, code-compliant batches. Lessons connect directly to NCCER Masonry Level 1 and Level 2 core competencies in materials and layout.

How the course runs. 7 blocks: Mortar Fundamentals: Ingredients, Chemistry, and ASTM Types; Mortar Safety: Hazard Recognition, PPE, and Environmental Rules; Aggregates and Water: Quality Standards and Proportioning Math; Hand Mixing and Mechanical Mixing: Technique and Equipment Operation; Mortar Application: Trowel Technique, Joint Width, and Bed Coverage; Mortar Defects, Repointing, and Quality Control; Mortar Mix Design Review, Troubleshooting Scenarios, and Lab Portfolio Completion.

What competent looks like. Identify ASTM mortar types (M, S, N, O, K) and select the correct type for a given structural or exposure condition. Calculate water-to-cement ratios and batch quantities by volume using trade math to produce mortar within specified proportions. Operate a portable drum mixer safely, clean equipment after use, and dispose of wash water in compliance with environmental rules. Demonstrate hand-mixing and mechanical mixing techniques that achieve proper consistency, workability, and set time for each mortar type. Apply mortar to bed and head joints at specified thickness using a trowel, achieving full coverage and consistent joint width verified by gauge rod. Diagnose and correct common mortar defects—including cracking, efflorescence, poor bond, and premature stiffening—using industry troubleshooting methods.

Lessons · 7 blocks
#LessonHrTypeObjectiveActivitiesMaterialsCheck
1Mortar Fundamentals: Ingredients, Chemistry, and ASTM Types10theoryStudents will classify Portland cement, masonry cement, hydrated lime, sand, and water by function and identify the five ASTM C270 mortar types and their proportions from memory
  1. Lecture and annotated diagram walk-through of the four ASTM C270 proportion specification columns (cement-lime and masonry cement); students complete a fill-in reference card they keep all course
  2. Small-group card-sort activity: 20 scenario cards (load-bearing interior wall, below-grade retaining wall, above-grade veneer, historic repointing, etc.) sorted onto type M/S/N/O/K poster with rationale written on sticky notes
  3. Individual written response: given three construction scenarios with different exposure and load conditions, students select and defend mortar type citing specific ASTM C270 proportion requirements
ASTM C270 standard (instructor copy for reference), NCCER Masonry Level 1 Core Curriculum module on masonry materials, sample bags of Type I/II Portland cement, masonry cement, hydrated lime, and masonry sand, whiteboard, scenario card setExit quiz of 15 multiple-choice questions covering ingredient roles, type proportions, and selection criteria; passing score 75%; students who score below 75% complete targeted re-read and retake before next lesson
2Mortar Safety: Hazard Recognition, PPE, and Environmental Rules8theoryStudents will identify the specific chemical hazards of Portland cement and lime (alkalinity, silica dust), select and inspect correct PPE for mixing operations, and state proper wash-water disposal procedures before handling any materials
  1. Review and discussion of the SDS for Portland cement, masonry cement, and hydrated lime, identifying skin/eye alkaline burn risk, respiratory hazard from crystalline silica, and emergency first-aid steps; students annotate a printed SDS summary sheet
  2. PPE selection and inspection drill: instructor presents seven PPE items (nitrile gloves, leather gloves, N95, P100 half-mask, safety glasses, chemical-splash goggles, rubber boots) and students select and don the correct set for mixing operations, explaining each choice aloud
  3. Case-study discussion of a real OSHA enforcement scenario involving silica exposure at masonry worksites; students identify which OSHA General Industry and Construction standards apply and list three corrective actions the employer should have taken
SDS documents for Portland cement, masonry cement, and hydrated lime (manufacturer-current); full PPE kit for each student; OSHA Respirable Crystalline Silica standard for Construction (29 CFR 1926.1153) summary sheet; OSHA 10 Construction reference bookletInstructor observes PPE don-and-inspect drill and marks checklist (gloves, eye protection, respiratory protection, footwear all correctly selected and worn); 100% of checklist items correct required to proceed to mixing labs; students with any missed item repeat drill same day
3Aggregates and Water: Quality Standards and Proportioning Math10theoryStudents will evaluate sand gradation requirements per ASTM C144, calculate batch quantities by volume using the proportion specification, and adjust batch size for a given output using trade math
  1. Sieve analysis demonstration: instructor runs a sample of masonry sand through a set of ASTM sieves; students record percent retained on each sieve, plot the gradation curve on a provided graph template, and compare the result to ASTM C144 limits
  2. Proportion math workshop: using the ASTM C270 volume proportions for Types S and N, students calculate the number of shovels of each ingredient needed to fill a 6-cubic-foot mixer and a 12-cubic-foot mixer, showing all arithmetic steps on a structured worksheet
  3. Partner problem set: six word problems requiring students to convert ingredient ratios to field batch quantities, adjust for a mortar-board batch versus a full mixer load, and flag a scenario where the water content would exceed workability limits
ASTM C144 standard summary, ASTM C270 proportion table (laminated student copies), set of ASTM wire-mesh sieves (No. 4, 8, 16, 30, 50, 100, 200), balance scale, masonry sand sample, graph paper templates, calculatorsScored proportion math worksheet: students must correctly solve at least five of six problems (83%) with all unit labels shown; instructor reviews each paper and provides written feedback before lab sessions begin
4Hand Mixing and Mechanical Mixing: Technique and Equipment Operation14demoStudents will demonstrate safe start-up, loading sequence, mixing duration, and shut-down of a portable drum mixer, and produce a hand-mixed mortar batch that meets specified consistency using the slump or penetration test
  1. Instructor live demonstration: hand-mixing Type S mortar on a mortar board in the correct sequence (dry ingredients first, then water added gradually), stopping to show the drop test and trowel-furrow test for consistency; students observe and annotate a step-by-step procedure card
  2. Instructor live demonstration of drum mixer: pre-wet drum, load dry ingredients, add water incrementally, run for correct time, discharge onto mortar board; students call out each step from their procedure cards as it is performed, flagging any deviation
  3. Paired practice—each pair performs one hand-mixed batch and one machine-mixed batch of Type N mortar using measured ingredients; instructor observes and scores each pair's technique using a 10-point checklist (loading order, water addition, mixing time, cleanup, wash-water disposal)
Portable drum mixer (6 or 9 cubic foot electric), mortar boards (one per pair), masonry hoes, buckets, graduated mixing tubs, Type I/II Portland cement, hydrated lime, masonry sand, clean water supply, penetration test equipment or slump cone, PPE kit per student, procedure card handoutInstructor 10-point technique checklist: students must score 8 of 10 (80%); any item scored zero on safety (e.g., PPE not worn, wash water dumped in drain) is an automatic retest; pairs who score below 8 repeat under direct supervision before solo practice
5Mortar Application: Trowel Technique, Joint Width, and Bed Coverage18labStudents will apply mortar bed and head joints to achieve a specified thickness of 3/8 inch with full coverage across the unit face, verified by pulling a unit and measuring coverage area
  1. Instructor demonstration on a sample wall panel: spreading a full bed joint with the margin trowel and pointing trowel, cutting off excess, applying a head joint with the correct throwing motion, and setting a unit with proper tapping pressure; students observe then mirror each step on a mock-up panel
  2. Timed lap exercise: each student builds a four-course running-bond brick panel (minimum 8 units wide) using pre-mixed Type S mortar, stopping at each course for instructor feedback on joint consistency, unit alignment (gauge rod check), and bed coverage
  3. Pull-test quality check: instructor designates three random units in each student's panel; students remove those units and measure mortar contact area using a grid overlay; results are recorded in the lab log and compared to the industry benchmark of 100% bed coverage for below-grade and 80% for above-grade applications
Brick units (used practice brick acceptable), pre-mixed Type S mortar, pointing trowels (various sizes), margin trowels, gauge rods, story poles, levels, mason's line and line blocks, grid overlay transparency, PPE kit per student, mortar boards, mixing equipmentInstructor measures three joints per student with a joint gauge: all three must fall within 3/8 inch ± 1/16 inch; pull-test coverage must meet 80% minimum (above-grade benchmark); students who miss either criterion rebuild the deficient courses and retest that session
6Mortar Defects, Repointing, and Quality Control12practiceStudents will diagnose at least four mortar defects from physical samples and written descriptions, state the root cause of each, and demonstrate the correct repointing procedure on a prepared sample wall
  1. Defect gallery walk: eight labeled sample panels around the lab showing cracking (shrinkage vs. differential settlement patterns), efflorescence, spalling, poor bond, color variation, and rain washout; students complete a diagnostic worksheet identifying defect, probable cause, and prevention measure for each panel
  2. Guided repointing demonstration: instructor rakes joints on a prepared 12-inch × 24-inch brick sample to the required depth using a grinder with a tuckpointing blade (with engineering controls per the silica standard in force), then packs and strikes new mortar; students note depth, mortar type selection rationale, and curing considerations
  3. Student repointing practice: each student rakes and repoints a designated 12-inch × 24-inch section of the sample wall, documents mortar type selected and rationale in their lab log, and performs a feeler-gauge check on three joints
Defect sample panels (prepared by instructor), diagnostic worksheets, angle grinder with tuckpointing blade, vacuum shroud and HEPA vacuum (silica controls), raking chisels, hawk, pointing trowels, pre-mixed repointing mortar (Type N or as appropriate to demo brick), feeler gauges, lab log booklets, PPE including P100 half-mask respiratorDiagnostic worksheet scored by instructor: 6 of 8 defects correctly identified with cause and prevention (75%); repointing joint depth checked with feeler gauge—minimum 3/4-inch rake depth required on all three measured joints; lab log entry complete and accurate; any failure on the silica-control PPE check is an automatic retest
7Mortar Mix Design Review, Troubleshooting Scenarios, and Lab Portfolio Completion9practiceStudents will apply cumulative course knowledge to resolve three complex mortar-selection and troubleshooting scenarios in writing, and submit a completed lab log that documents all mixing batches, test results, and application exercises from the course
  1. Scenario-based written workshop: students individually work through three multi-part scenarios (e.g., historic limestone repointing requiring a soft lime mortar, a below-grade garden wall in a freeze-thaw climate, an accelerated-set problem on a hot-weather paving project) and write recommendations with supporting rationale citing ASTM C270 and relevant best practices
  2. Peer review pairs: students exchange scenario responses and lab logs, use a provided rubric to identify gaps or errors, then discuss discrepancies with their partner before submitting final versions to the instructor
  3. Course concept map: each student creates a one-page visual map connecting mortar types, ingredients, mixing methods, application techniques, common defects, and relevant standards, used as a study tool for the course knowledge exam
Scenario packets (instructor-prepared), ASTM C270 proportion table (student reference copy), completed lab log booklets, peer-review rubric, blank concept-map template, NCCER Masonry Level 1 and Level 2 curriculum modules on mortar and materialsInstructor scores scenario responses using a 12-point rubric (4 points per scenario): minimum score 9 of 12 (75%); lab log reviewed for completeness—all seven lesson entries present, test data recorded, and at least four reflective notes written by the student; incomplete logs returned for same-week revision
Assessments
AssessmentTypeWeightPass standardMethod & rubric
Mortar Knowledge ExamWritten exam25%75% correct (38 of 50 questions)A 50-question multiple-choice and short-answer exam covering ASTM C270 mortar types and proportions, ingredient functions, sand gradation requirements, mixing procedures, defect identification, and safety requirements including SDS interpretation and silica hazard controls. Questions are mapped to NCCER Masonry Level 1 core and Level 2 mortar competency areas.
Standard met · Safety · Time · Quality/finish · Documentation
Mortar Mixing and Application Skills DemonstrationSkills demonstration45%80% on instructor checklist (24 of 30 points); zero score on any safety item requires immediate retestThe student independently mixes a specified batch of Type S mortar using the drum mixer following correct loading sequence, then builds a six-course running-bond panel applying bed and head joints at 3/8-inch thickness; the instructor evaluates PPE compliance, mixing technique, joint consistency, unit alignment within 1/8 inch per 4 feet, and cleanup. This demonstration directly addresses NCCER Masonry Level 1 performance profile tasks for mortar preparation and application.
Standard met · Safety · Time · Quality/finish · Documentation
Lab Log PortfolioLog15%All seven lesson entries present, batch data and test results recorded for every lab session, and a minimum of four student-written reflective observations; any missing session entry reduces the score and requires revision before a passing grade is issuedThe cumulative lab log collects the student's handwritten records of every mortar batch mixed (ingredients, proportions, water added, consistency test result), every joint measured, and every pull-test coverage result across the course, plus the completed scenario responses and concept map from Lesson 7.
Standard met · Safety · Time · Quality/finish · Documentation
Safety and Hazard-Control CheckSafety audit15%100% compliance on all observed items; any missed item is corrected immediately and rescored before the student continues workAt an unannounced point during a lab session, the instructor uses a 10-item safety checklist to verify that the student is wearing the correct PPE for the materials in use (gloves, eye protection, respiratory protection), has the SDS accessible, is using engineering controls (vacuum/shroud) during any grinding operation, and is directing wash water to a proper containment area rather than a floor drain. This check aligns with OSHA 10 Construction outreach content on chemical hazards and silica.
Standard met · Safety · Time · Quality/finish · Documentation
BLD-MASO04-06 Trade course

Footings: Layout, Excavation, and Masonry Foundation Construction

81 hr · $1,120 COMPLIMENTARY

Students learn to plan, lay out, and construct masonry footings that transfer structural loads safely to bearing soil, covering soil assessment, footing geometry, formwork, reinforcement placement, concrete placement, and inspection procedures. Lessons integrate reading structural drawings, applying building code concepts, and performing quality checks at each stage. This course directly supports NCCER Masonry Level 2 competencies related to foundations and OSHA 10 safe excavation practices.

Outcomes
Course text

Students learn to plan, lay out, and construct masonry footings that transfer structural loads safely to bearing soil, covering soil assessment, footing geometry, formwork, reinforcement placement, concrete placement, and inspection procedures. Lessons integrate reading structural drawings, applying building code concepts, and performing quality checks at each stage. This course directly supports NCCER Masonry Level 2 competencies related to foundations and OSHA 10 safe excavation practices.

How the course runs. 7 blocks: Footing Fundamentals: Function, Types, and Drawing Interpretation; Soil Bearing, Frost Depth, and Site Preparation; Excavation Safety and OSHA Competent-Person Requirements; Layout: Batter Boards, Squaring, and Elevation Control; Formwork Assembly, Reinforcement Placement, and Concrete Readiness; Concrete Placement, Consolidation, and Curing; Footing Inspection, Stripping, and Quality Documentation.

What competent looks like. Read and interpret footing details on structural drawings, extracting dimensions, reinforcement schedules, and bearing elevations without error. Lay out a rectangular footing using the 3-4-5 method and a builder's level, achieving square within 1/8 inch over a 20-foot diagonal. Identify soil types and describe how bearing capacity affects footing width and depth decisions, referencing local frost-depth requirements. Assemble, brace, and strip footing formwork to dimensional tolerances and apply OSHA excavation safety rules including sloping, shoring, and daily competent-person inspections. Place and tie steel reinforcement to drawing specifications and concrete to the correct consolidation standard, then execute a written footing inspection checklist. Demonstrate all excavation and concrete-placement PPE requirements and correctly apply lockout/tagout procedures before operating or adjusting powered compaction or mixing equipment.

Lessons · 7 blocks
#LessonHrTypeObjectiveActivitiesMaterialsCheck
1Footing Fundamentals: Function, Types, and Drawing Interpretation10theoryStudents will correctly identify the purpose and load path of continuous wall, isolated column, and stepped footings, and extract all required dimensions and notes from a structural footing detail drawing.
  1. Instructor-led walk-through of a full set of residential structural drawings; students highlight every footing note, dimension, and reinforcement call-out on printed half-scale copies.
  2. Small-group matching exercise: given six cross-section sketches (continuous, isolated, stepped, combined, grade beam, and raft), groups write one sentence describing the load condition each footing type is designed to address, then share with class for correction.
  3. Individual drawing-reading quiz where each student is given a two-sheet commercial footing plan and must complete a data-extraction table (width, depth, rebar size and spacing, concrete strength designation, cover dimension) within 20 minutes.
NCCER Masonry Level 2 Core Curriculum textbook; sample residential and light-commercial structural drawing sets (printed and PDF on tablets); footing cross-section sketch cards; blank data-extraction table worksheets; pencils and highlightersCompleted data-extraction table graded against answer key; student must correctly identify at least 90% of all listed values to pass this lesson check.
2Soil Bearing, Frost Depth, and Site Preparation10theoryStudents will classify a given soil sample using visual-manual methods, describe how bearing capacity and local frost penetration depth affect minimum footing dimensions, and list site-preparation steps required before excavation begins.
  1. Hands-on soil sample stations: each student works through three labeled samples (clay, sandy loam, coarse gravel) using the ASTM visual-manual field procedure — rolling, ribboning, and settling tests — then records classification and estimated bearing quality on a field card.
  2. Instructor presents frost-depth maps and local jurisdiction tables; students calculate the minimum required footing depth for two hypothetical sites (one warm climate, one cold) using provided data, then compare results with a partner.
  3. Scenario discussion: given a site sketch showing a sloped grade with a buried utility line, student teams identify required utility locates, grading work, and erosion controls before excavation, presenting their sequence to the class for instructor feedback.
Labeled soil sample bags (clay, sandy loam, coarse gravel); ASTM visual-manual classification reference card; local and regional frost-depth data printouts; site sketch handouts; NCCER textbook Chapter on Foundations; safety data on utility strikesField classification card and depth calculation worksheet reviewed by instructor; student must correctly classify all three soil samples and produce footing depth calculations within 10% of answer-key values to pass.
3Excavation Safety and OSHA Competent-Person Requirements11demoStudents will apply OSHA excavation regulations by conducting a simulated competent-person daily inspection of a mock trench, identifying all hazards, and demonstrating required PPE selection for excavation work.
  1. Instructor demonstrates a competent-person walkthrough of a training-yard mock trench (4 feet deep, 3 feet wide, 12 feet long built with plywood panels) — narrating each OSHA excavation hazard category (cave-in, atmospheric, water, falling loads) and the corresponding control measure; students record observations on inspection checklists.
  2. PPE station rotation: students suit up in sequence — hard hat, high-visibility vest, steel-toed boots, safety glasses, and gloves — then inspect a simulated atmospheric hazard scenario with a four-gas monitor (instructor demonstrates reading the display and interpreting alarm conditions).
  3. Role-play exercise: one student plays the role of competent person and leads the class through the mock trench inspection using the OSHA checklist form; classmates challenge with four planted hazards (missing ladder, unsupported sidewall section, spoil pile too close to edge, unprotected adjacent utility marker); student must identify all four to complete the role.
Mock trench structure in training yard; OSHA Excavation standard reference card (29 CFR 1926 Subpart P summary); competent-person daily inspection checklists; four-gas monitor (instructor-operated demonstration unit); full excavation PPE sets; high-visibility vests; safety glasses; hard hats; steel-toed boots; glovesCompleted OSHA inspection checklist reviewed against planted hazard answer key; student must identify all four planted hazards and select correct PPE for each scenario to pass; any missed life-safety hazard requires immediate remediation and recheck.
4Layout: Batter Boards, Squaring, and Elevation Control15labStudents will establish footing layout lines for a rectangular structure using batter boards and string lines, confirm square using the 3-4-5 pythagorean method, and set grade stakes to the design bearing elevation using an optical level.
  1. Pairs set batter boards at each corner of a 12-foot by 16-foot layout area on the training lot; instructor demonstrates correct board height, string-line notching, and the 3-4-5 check on one corner, then each pair independently completes the remaining three corners and checks diagonal measurements — both diagonals must match within 1/4 inch before moving on.
  2. Using the program's builder's level and a rod, each student shoots a benchmark elevation, records it, then sets three grade stakes around the perimeter to the same elevation, calling out rod readings aloud for partner verification; instructor spot-checks at least two stakes per student.
  3. Transfer exercise: students remove string lines, mark footing width on the ground using marking paint guided by a chalk-line snapped from batter-board notches, then re-hang string lines and verify the painted marks fall within 1/4 inch of the string — simulating the excavation offset layout used on real sites.
Lumber for batter boards (1×6 and 2×4 stakes); string line and line level; 100-foot tape measure; builder's optical level and rod; marking paint; chalk-line; hammer; nails; layout sheets with design dimensions; NCCER Masonry Level 2 Chapter on LayoutInstructor measures both diagonals and at least two grade stakes; layout is considered competent when diagonals match within 1/4 inch and all grade stakes are within 1/8 inch of target elevation — both criteria must be met.
5Formwork Assembly, Reinforcement Placement, and Concrete Readiness15practiceStudents will build, brace, and align footing forms to specified dimensions, then place and tie steel reinforcement bars at correct cover and spacing as shown on a provided rebar schedule.
  1. Each student team assembles a 10-foot continuous footing form (2×6 lumber sides, stake-driven kickers every 24 inches) to a width of 16 inches and a depth of 8 inches; teams check internal dimensions at three points with a tape, adjust, and have instructor sign off before proceeding to rebar.
  2. Instructor demonstrates proper rebar handling, cutting with a bolt cutter, and tying intersections with tie wire and rebar tying pliers; students then place #4 bars at the spacing and cover shown on a printed rebar schedule (plastic bar chairs for bottom cover), tying all intersections; instructor checks for bar count, spacing (tolerance ±1 inch), and minimum cover.
  3. Pre-pour inspection simulation: each team exchanges their form with another team and completes a written pre-pour checklist covering form alignment, bracing adequacy, rebar placement, cover, cleanliness, and grade stake accuracy — teams write punch-list items, and the original team corrects any deficiencies before the instructor's final review.
2×6 dimensional lumber; wood stakes; duplex nails; #4 rebar cut to length; plastic bar chairs; tie wire; rebar tying pliers; bolt cutters; tape measure; printed rebar schedule; pre-pour inspection checklists; carpenter's square; levelInstructor pre-pour inspection using the same checklist; all form dimensions must be within 1/4 inch of specified, rebar spacing within 1 inch, and minimum cover maintained at all points — any structural deficiency must be corrected before lesson is marked complete.
6Concrete Placement, Consolidation, and Curing12labStudents will place, consolidate, screed, and initiate curing of a poured footing section, demonstrating correct chute or bucket techniques, vibrator operation, and selection of an appropriate curing method for the ambient conditions.
  1. Instructor demonstrates slump test on a freshly mixed batch using ASTM cone procedure; students each perform one test on a separate batch, record slump in inches, and discuss whether the result is within the acceptable range for the project specification on the drawing — batches outside tolerance are not placed.
  2. Working in rotating pairs, students place concrete into their pre-approved form using a concrete buggy (or direct chute if available), consolidate with an internal vibrator (instructor demonstrates proper insertion spacing, depth, and withdrawal rate), then screed the top surface level with the top of the form using a screed board.
  3. Curing method selection exercise: instructor presents three scenarios (hot dry day, cold day near freezing, temperate overcast day) and students, working individually, write which curing method they would apply (wet burlap and poly sheeting, insulating blankets, or standard curing compound) and explain why, citing the ACI guidance principle that concrete must be kept moist and within a safe temperature range for the initial curing period.
Ready-mix concrete or site-mixed concrete; concrete buggy or chute; internal vibrator (pencil-head); ASTM slump cone and tamping rod; screed board; wet burlap; polyethylene sheeting; curing compound (one can, demonstration); thermometer; PPE including rubber boots, gloves, safety glasses, and hard hatInstructor observes slump test execution for procedural correctness and evaluates final screeded surface with a 4-foot straightedge — surface must not deviate more than 3/8 inch; curing method selection written response must be logically correct for all three scenarios to pass.
7Footing Inspection, Stripping, and Quality Documentation8fieldStudents will strip cured footing forms, perform a dimensional and visual quality inspection of the finished footing, identify any defects with their likely cause, and complete a written quality-control inspection record.
  1. After the required cure period, student teams strip forms by removing stakes and kicker boards, then clean and stack lumber for reuse — instructor evaluates safe form-stripping technique (no pry-bar strikes against concrete, lumber stacked flat).
  2. Each student independently measures the finished footing (width, depth, top-of-footing elevation versus design elevation) at three points and records measurements on an inspection record form; visible defects (honeycombing, cold joints, rebar exposure) are photographed with a tablet and annotated.
  3. Defect cause-and-remedy exercise: instructor reveals two pre-seeded defects in a demonstration footing section (honeycombing from insufficient vibration, a surface crack from rapid drying); students write the probable cause, the prevention measure, and whether each defect requires structural repair or is cosmetic, referencing the ACI field guide principle that honeycombing exposing reinforcement always requires evaluation by a qualified person.
Cured footing sections from Lesson 6; pry bars (wedge type only); lumber stacking area; tape measure; digital level; tablet or camera for documentation; inspection record forms; ACI field reference card on concrete defects; personal protective equipment (hard hat, safety glasses, gloves)Completed inspection record reviewed by instructor; all three measurement points must be recorded, deviations from design flagged correctly, and both seeded defects correctly identified with cause and remedy to pass — missing a rebar-exposure defect requires immediate remediation review.
Assessments
AssessmentTypeWeightPass standardMethod & rubric
Footing Systems Knowledge ExamWritten exam25%75% or higher on all sections; any question involving an excavation life-safety rule must be answered correctly or the student retakes that section.A 50-question written exam covering footing types and load paths, soil classification and bearing concepts, frost-depth principles, drawing interpretation, OSHA excavation requirements, concrete mix acceptance, and curing methods — mapped to NCCER Masonry Level 2 core knowledge areas for foundations. Questions are multiple-choice and short-answer; students have 90 minutes.
Standard met · Safety · Time · Quality/finish · Documentation
Footing Layout and Construction Skills DemonstrationSkills demonstration45%All critical dimensions within stated tolerances and all safety behaviors demonstrated correctly; one critical miss (e.g., missing rebar cover) results in a remediation task and one retest opportunity.Each student independently lays out a small rectangular footing (dimensions assigned day-of), sets grade stakes, assembles formwork, places rebar per a provided schedule, and completes a pre-pour inspection checklist while the instructor evaluates against a standardized rubric aligned to NCCER Masonry Level 2 performance profiles. The evaluator records compliance on each rubric line item; the student must achieve a passing rating on every structural and safety item.
Standard met · Safety · Time · Quality/finish · Documentation
Lab Log: Footing Build PortfolioLog15%All seven lesson lab-log entries present and complete; at least five of seven earn instructor sign-off as meeting data quality and reflection standards; any missing safety observation entry must be completed before the portfolio is accepted.Throughout the course, students maintain a running lab log capturing measurements, slump test results, inspection checklist findings, defect photographs with annotations, and a one-paragraph reflection after each lab or field lesson. The portfolio demonstrates progressive skill and reinforces the documentation habits required on real construction sites and for NCCER craft credentialing.
Standard met · Safety · Time · Quality/finish · Documentation
Excavation and PPE Safety CheckSafety audit15%100% on all life-safety items; any single life-safety failure (unidentified cave-in hazard, incorrect atmospheric-hazard response, or improper PPE selection) is an automatic fail requiring full remediation and recheck before the student may continue in the program.A practical safety evaluation conducted in the training-yard mock trench: the student is given the role of competent person, performs the daily excavation inspection using the OSHA checklist form, selects and dons correct PPE for a stated atmospheric condition, and responds verbally to three instructor-posed hazard scenarios. This check is scored on a binary pass/fail rubric for each safety item, directly reinforcing OSHA 10 outreach training content.
Standard met · Safety · Time · Quality/finish · Documentation
BLD-MASO04-07 Trade course

Veneer Masonry: Brick, Stone, and Thin-Set Systems

81 hr · $1,120 COMPLIMENTARY

Students learn to plan, lay out, and install full-thickness brick veneer, adhered and anchored stone veneer, and thin-set manufactured veneer on residential and light-commercial substrates. Emphasis is placed on weather-resistive barrier integration, anchor systems, mortar compatibility, tie spacing per building code intent, and finished-surface quality. Lessons align with NCCER Masonry Level 2 and Level 3 performance tasks covering veneer installation and related safety practices required for OSHA 10 competency.

Outcomes
Course text

Students learn to plan, lay out, and install full-thickness brick veneer, adhered and anchored stone veneer, and thin-set manufactured veneer on residential and light-commercial substrates. Emphasis is placed on weather-resistive barrier integration, anchor systems, mortar compatibility, tie spacing per building code intent, and finished-surface quality. Lessons align with NCCER Masonry Level 2 and Level 3 performance tasks covering veneer installation and related safety practices required for OSHA 10 competency.

How the course runs. 7 blocks: Veneer Systems: Types, Code Intent, and Material Selection; Weather-Resistive Barriers, Flashings, and Weep Systems; Anchor and Tie Systems for Full-Thickness Brick Veneer; Full-Thickness Brick Veneer: Layout, Coursing, and Installation; Adhered Manufactured Stone Veneer: Substrate Prep and Installation; Veneer Defects, Troubleshooting, and Remediation; Veneer-Phase Safety: Silica Control, Scaffold, and Fall Protection.

What competent looks like. Read and interpret veneer layout drawings and specifications to select correct materials, anchor types, and mortar mix before work begins. Install a weather-resistive barrier and flashing assembly on a wood-frame substrate correctly, incorporating weep openings at the base of the cavity. Lay and plumb a minimum 32-square-foot section of full-thickness brick veneer with proper cavity width, metal tie spacing, and head-joint alignment within accepted tolerances. Apply adhered manufactured stone veneer to a scratch-coated substrate using correct mortar coverage, joint treatment, and surface finish to manufacturer specifications. Identify and correct common veneer defects—including missing weeps, efflorescence sources, tie corrosion risk, and out-of-plumb faces—using appropriate diagnostic and remediation techniques. Demonstrate all veneer-phase PPE requirements, fall-protection awareness, scaffold safety, and silica-dust control practices consistent with OSHA standards.

Lessons · 7 blocks
#LessonHrTypeObjectiveActivitiesMaterialsCheck
1Veneer Systems: Types, Code Intent, and Material Selection9theoryStudents will correctly classify full-thickness anchored veneer, adhered veneer, and thin-set stone systems and select appropriate materials for a given substrate and exposure condition.
  1. Instructor-led comparison of full-thickness anchored brick veneer versus adhered manufactured stone veneer using physical samples, product data sheets, and building-code intent language (e.g., cavity width, tie requirements, substrate limitations)—students complete a classification worksheet with six scenario problems, scored to 80% or better.
  2. Small-group material-selection exercise: each group receives a set of job conditions (substrate type, climate exposure, height, finish appearance) and must choose veneer type, mortar type designation, anchor material, and WRB product, defending their choices to the class.
  3. Students read and annotate a one-page project specification for a residential brick-veneer addition, identifying every material requirement and flagging any conflict with manufacturer instructions, then discuss findings as a class.
Brick, CMU, manufactured stone, and thin veneer samples; mortar type reference chart; manufacturer installation guides for at least two adhered-veneer product lines; NCCER Masonry Level 2 trainee guide (veneer module); whiteboard; classification worksheets.Completed classification worksheet scored 80% or higher; instructor observation that students can name the three system types and state one critical installation difference for each without prompting.
2Weather-Resistive Barriers, Flashings, and Weep Systems12demoStudents will demonstrate correct installation of a house-wrap WRB, through-wall flashing, and functional weep openings on a wood-frame mock-up panel following a sequenced, step-by-step procedure.
  1. Instructor demonstrates WRB application on a 4×8 framed panel: overlap direction, staple pattern, tape at penetrations, integration with windows—students observe and take notes using a provided sequencing checklist, then verbally recite the sequence back to the instructor.
  2. Paired practice: each pair installs WRB, surface-bonded or copper through-wall flashing at the base course line, and end-dam details on their own framed panel, referencing the sequencing checklist; instructor circulates and provides immediate corrective feedback.
  3. Students place open-head-joint weep openings and rope-wick weeps at the base course on a demonstration wythe and then use a squeeze bottle of colored water behind the flashing to verify water exits through the weeps—recording results in their lab log.
Pre-framed 4×8 OSB/stud panels (one per pair); house-wrap WRB roll; flashing material (flexible self-adhering membrane cut to width); sheet-metal end dams; stainless or hot-dipped galvanized drip edge; rope wicks; squeeze bottle and food-coloring solution; stapler; utility knife; tape measure; NCCER Masonry Level 2 trainee guide.Instructor uses a flashing-installation checklist (overlap correct, end dams present, flashing laps over drip edge, weeps clear and functional); all items must be marked satisfactory—colored-water test must show water exiting every weep with no pooling behind flashing.
3Anchor and Tie Systems for Full-Thickness Brick Veneer10theoryStudents will calculate required tie spacing for a given wall area, select the correct corrosion-resistant tie type, and explain the function of each component in the veneer cavity system.
  1. Lecture and diagram exercise: instructor explains corrugated strip ties versus adjustable two-piece ties, maximum horizontal and vertical spacing requirements, and the importance of corrosion-resistant coatings; students label a wall-section diagram identifying tie, WRB, cavity, collar joint, and drainage plane.
  2. Math drill: students calculate the number of ties needed for three different wall-area scenarios (given stud spacing and brick coursing height), checking their answers against an instructor key and correcting errors—minimum passing score 80%.
  3. Hands-on identification station: students examine eight tie samples (various coatings, configurations, and some intentionally defective or wrong material) and sort them into 'acceptable' and 'reject' piles with written justification for each reject.
Assorted metal tie samples (corrugated strip, adjustable two-piece, veneer anchors, intentionally rusted or inadequate samples); tie-spacing reference table from NCCER trainee guide; wall-section diagram handouts; calculators; pencils; answer key.Tie-spacing calculation drill scored 80% or higher; tie-identification station judged correct by instructor with written justification accepted for all eight samples—any misidentified tie must be retested verbally before moving on.
4Full-Thickness Brick Veneer: Layout, Coursing, and Installation18labStudents will lay a minimum 32-square-foot section of full-thickness brick veneer—including proper cavity dimension, embedded tie installation, and consistent joint width—plumb and level within standard mason's tolerances.
  1. Instructor demonstrates story pole setup, dry-bond layout for spacing, bed-joint thickness control with line blocks, and tie embedding technique on a prepared mock-up base; students document the process on a step-by-step lab-log sheet before beginning their own panel.
  2. Each student builds their assigned veneer panel in stages (base course, ties, four to six additional courses) over multiple sessions, with the instructor checking plumb, level, and cavity width at each tie course before the student proceeds to the next lift.
  3. Students perform a self-assessment using a veneer-quality checklist (joint width variation, face plane tolerance, head-joint alignment, cavity clear of mortar droppings, ties properly embedded) and annotate their lab log with measurements and corrective actions taken.
Full-size modular brick (wire-cut face); Type S mortar premixed in lab batches; corrugated ties and nails appropriate to substrate; framed substrate panels with WRB and flashing already installed (from Lesson 2 or pre-prepared); story pole; 4-foot level; line blocks and line; brick tongs; jointing tools; margin trowel; brush; measuring tape; NCCER Masonry Level 2 trainee guide; lab-log booklet.Instructor measures face plane (maximum allowable variation per trade standard), checks plumb with 4-foot level, verifies cavity clear of mortar bridging, and confirms ties are embedded with mortar and at correct spacing—student must meet all tolerance criteria to pass; a single failed criterion requires correction and re-check before the unit is accepted.
5Adhered Manufactured Stone Veneer: Substrate Prep and Installation14labStudents will prepare a substrate with metal lath and scratch coat, then install adhered manufactured stone veneer units with full mortar coverage and finished joints meeting manufacturer specifications.
  1. Instructor demonstrates metal-lath attachment to a framed panel, scratch-coat application with a float to achieve proper texture and cure time, and back-buttering technique for manufactured stone units—students complete a manufacturer-provided coverage test by pressing a unit and checking the mortar transfer pattern before proceeding.
  2. Students prepare their own 16-square-foot panel: attach self-furred galvanized metal lath, apply and scratch a polymer-modified mortar scratch coat, allow to set, then install a pre-planned layout of manufactured stone corner pieces and field units, maintaining consistent joint width and avoiding lippage between units.
  3. Students grout or tuck-point joints to the specified depth and profile using a grout bag and a jointing tool, then brush excess from faces after proper set time—instructor evaluates coverage and cleanliness, and students photograph their finished panel and add observations to their lab log.
Pre-framed OSB panels with WRB; self-furred galvanized metal lath; tin snips; staples/screws; polymer-modified mortar (scratch-coat and setting mortar per manufacturer); manufactured stone veneer corner and field units (same product line); grout bag; margin trowel; steel float; jointing tool; stiff brush; measuring tape; chalk line; manufacturer installation guide; lab-log booklet.Instructor checks mortar transfer on the back of three randomly selected installed units (minimum 80% coverage required per manufacturer standard); face plane checked for lippage; joints at specified depth; no mortar smears on face after brushing—all four criteria must be met or the student remediates the deficient section.
6Veneer Defects, Troubleshooting, and Remediation10demoStudents will diagnose at least four common veneer defects from physical specimens and written scenarios and describe or perform the correct remediation procedure for each.
  1. Instructor presents five pre-built defect panels (blocked weeps, missing flashing end dam, bridged cavity, efflorescence-stained face, out-of-plumb wythe) and conducts a guided think-aloud diagnosis for two of them; students diagnose the remaining three in writing using a defect report form.
  2. Role-play scenario exercise: students receive written job-site problem reports (e.g., water staining inside wall after rain, tie visible because joint is too thin) and must identify the root cause, the code or specification requirement that was violated, and the remediation step—pairs exchange and peer-review each other's reports.
  3. Students practice removing a cracked veneer unit from a sample panel using a cold chisel and hand tools, cleaning the cavity, setting a replacement unit to match joint width and plane, and tooling the repair joints to match—instructor assesses match quality and technique.
Pre-built defect panels (instructor-prepared); efflorescence cleaner and neutralizer (used per SDS); cold chisel; hand hammer; margin trowel; jointing tools; replacement brick units; premixed mortar; PPE (safety glasses, nitrile gloves, dust mask); defect report forms; NCCER Masonry Level 2 and Level 3 trainee guides.Defect report form scored by instructor: student must correctly identify cause and remediation for at least four of five scenarios (80%); unit replacement assessed as 'acceptable' on three criteria—unit flush with adjacent face, joint width consistent, and tooled profile matching surroundings.
7Veneer-Phase Safety: Silica Control, Scaffold, and Fall Protection8fieldStudents will correctly set up a supported scaffold for veneer work, identify required fall protection triggers, and demonstrate silica-dust control measures (wet methods, HEPA vacuum, respirator selection) in accordance with OSHA standards.
  1. On the outdoor training yard, student teams erect a tubular-frame scaffold to one working platform height following the manufacturer's erection sequence under instructor supervision—checking plank overlap, base plates, cross-bracing, and guardrail installation before anyone mounts the platform; a scaffold safety checklist is completed and signed.
  2. Instructor leads a wet-cutting demonstration on a masonry saw with integrated water delivery, then demonstrates dry-cut scenario with HEPA-vacuum attachment and assigned respirator (half-face with appropriate filters for silica); students practice connecting vacuum shroud, verifying seal on respirator, and performing a user-seal check per OSHA respiratory protection requirements.
  3. Students complete a written veneer-site safety walkthrough using a PPE and hazard-identification checklist on the actual training area—identifying at least six hazard points (unguarded edge, mortar splatter risk, overhead load, silica dust, slippery deck, struck-by from scaffold)—then verbally brief the class on their findings as a simulated toolbox talk.
Tubular-frame scaffold components with planks, base plates, cross braces, and guardrail system; scaffold erection sequence sheet (manufacturer); masonry wet saw with water delivery and HEPA-vacuum attachment; half-face respirators with appropriate cartridges; safety glasses; hard hats; gloves; scaffold safety checklist; PPE and hazard-identification checklist; OSHA Outreach materials on silica and scaffold safety.Scaffold checklist must have all items marked satisfactory before anyone is permitted on the platform—any missed item stops work until corrected; respirator user-seal check must be demonstrated correctly (positive and negative pressure checks) with no leaks; written hazard checklist must identify at least six hazards correctly (minimum 80% of listed items) to pass.
Assessments
AssessmentTypeWeightPass standardMethod & rubric
Veneer Systems Written ExamWritten exam25%70% or higher (28 of 40 items correct)A 40-item written exam covering veneer system classification, material and mortar selection, anchor and tie types, WRB and flashing sequencing, cavity requirements, defect identification, and silica-control regulations—aligned to NCCER Masonry Level 2 and Level 3 module objectives for veneer. Students who score below 70% receive targeted remediation and one retake opportunity.
Standard met · Safety · Time · Quality/finish · Documentation
Full-Thickness Brick Veneer Skills DemonstrationSkills demonstration45%All five rubric criteria rated Satisfactory; any Unsatisfactory rating requires correction and re-evaluation before passingEach student builds an independent 32-square-foot full-thickness brick veneer panel on a prepared substrate from scratch-coat to tooled joints; the instructor evaluates the finished panel using a five-criterion rubric: plumb and level within trade tolerance, consistent joint width, clear cavity free of mortar bridging, correct tie placement and embedment, and neatly tooled joints. This task directly mirrors NCCER Masonry Level 2 performance-verified tasks for veneer installation.
Standard met · Safety · Time · Quality/finish · Documentation
Veneer Lab LogLog15%Entries present and satisfactory for all seven lessons; overall score 80% or higher on the rubricStudents maintain a running lab log throughout the course recording material quantities, mortar batch ratios, tie-spacing calculations, defect diagnoses, installation measurements, self-assessment notes, and corrective actions for every hands-on session. The instructor evaluates completeness, accuracy of recorded measurements, and quality of reflection entries using a rubric at course end.
Standard met · Safety · Time · Quality/finish · Documentation
Veneer-Phase Safety CheckSafety audit15%Pass/Fail—all critical items must be marked Pass; any Fail item is an automatic hold until remediated and re-checkedA practical safety observation conducted during Lesson 7 and spot-checked during lab sessions: the instructor verifies that each student correctly dons required PPE, performs a respirator user-seal check, completes the scaffold erection checklist, demonstrates the wet-cutting silica-control method, and can state the OSHA general-industry scaffold and silica-control requirements relevant to veneer work—consistent with competencies addressed by the OSHA 10-hour Outreach training.
Standard met · Safety · Time · Quality/finish · Documentation
BLD-MASO04-08 Trade course

Arches: Layout, Construction, and Structural Principles

81 hr · $1,120 COMPLIMENTARY

Students learn the geometry, terminology, and structural mechanics of masonry arches, then apply that knowledge to lay out, form, and build semicircular, segmental, and jack arches in brick and block. Emphasis is placed on accurate skewback cuts, proper centering construction, voussoir placement, keystone setting, and safe stripping procedures in compliance with OSHA standards.

Outcomes
Course text

Students learn the geometry, terminology, and structural mechanics of masonry arches, then apply that knowledge to lay out, form, and build semicircular, segmental, and jack arches in brick and block. Emphasis is placed on accurate skewback cuts, proper centering construction, voussoir placement, keystone setting, and safe stripping procedures in compliance with OSHA standards.

How the course runs. 7 blocks: Arch Terminology, Types, and Structural Mechanics; Arch Math: Layout Geometry and Joint Calculations; Centering: Design, Construction, and Installation; Voussoir Cutting and Skewback Preparation; Mortar Application and Voussoir Laying; Keystone Setting, Striking Joints, and Centering Removal; OSHA Requirements, Scaffold Safety, and Arch Hazard Review.

What competent looks like. Identify and define the structural components of at least five arch types and explain how compressive forces are transferred through the voussoirs to the abutments. Calculate rise, span, radius, skewback angle, and joint taper for semicircular and segmental arches using trade geometry and a construction calculator. Construct and install a reusable wooden centering form accurate to within 1/8 inch of the specified radius. Cut and lay voussoirs or soldier bricks with uniform, tapered mortar joints that meet the specified joint width tolerance. Set a keystone to plumb and level, strike joints consistently, and demonstrate safe centering removal without disturbing the finished arch. Apply OSHA scaffold and overhead-work requirements and correct PPE selection throughout all arch construction tasks.

Lessons · 7 blocks
#LessonHrTypeObjectiveActivitiesMaterialsCheck
1Arch Terminology, Types, and Structural Mechanics10theoryStudents will correctly identify and define the components and force-transfer path of at least five masonry arch types on a labeled diagram with no errors
  1. Instructor-led lecture with large-format cross-section drawings: label intrados, extrados, soffit, skewback, voussoir, keystone, haunch, crown, rise, span, springing line, and abutment; students reproduce the diagram from memory
  2. Small-group card-sort activity: match arch type cards (semicircular, segmental, jack/flat, parabolic, Gothic/pointed, multicentered) to description cards stating typical span-to-rise ratio, visual profile, and common application
  3. Structured note-taking from NCCER Masonry Level 2 textbook arch chapter; students answer end-of-section review questions and discuss how dead load converts to horizontal thrust and is resisted by abutments
NCCER Masonry Level 2 textbook and module, large whiteboard, printed cross-section diagrams, arch-type card-sort sets, student notebooks10-question labeled-diagram quiz; students must score 80% or higher to proceed; instructor reviews errors individually before next lesson
2Arch Math: Layout Geometry and Joint Calculations12theoryStudents will calculate rise, span, radius, skewback angle, number of voussoirs, and minimum-to-maximum joint width for a given semicircular or segmental arch, with all computed values within accepted rounding tolerance
  1. Instructor demonstrates the geometric relationships for a semicircular arch on graph paper: locating the center point, swinging the radius, dividing the arch into an odd number of equal divisions, and computing the skewback angle using basic trigonometry; students repeat the construction for a different span
  2. Paired practice problems: each pair receives a design brief (brick unit size, nominal span, desired rise) and must calculate radius, number of brick units, joint taper at intrados and extrados, and total mortar joint count; pairs exchange papers and check each other's arithmetic
  3. Construction calculator drill: students enter arch calculations using the Calculated Industries Construction Master or equivalent trade calculator, comparing results to hand calculations and reconciling any discrepancy greater than 1/16 inch
NCCER Masonry Level 2 textbook, graph paper, architect's scale, framing square, Calculated Industries Construction Master calculator (or equivalent), printed problem sets, pencilsGraded problem set of six arch calculation scenarios; students must solve at least five of six correctly, with all critical dimensions within 1/16-inch rounding tolerance, to pass
3Centering: Design, Construction, and Installation12demoStudents will build a reusable wooden centering form for an assigned arch span and rise, accurate to within 1/8 inch of the computed radius at all measured points
  1. Instructor demonstrates full process: transferring the calculated radius to plywood using a trammel bar or beam compass, cutting the curved profile with a jigsaw, doubling the ribs for rigidity, and attaching lagging boards; students follow along on a practice piece before starting their own
  2. Students construct individual centering forms using the dimensions from their Lesson 2 calculations; instructor circulates, checks radius at five points with a flexible tape, and records deviations on a checklist
  3. Installation drill: students set the centering on temporary shores or wedges in the lab masonry wall opening, adjust for level and plumb using a level and story pole, then practice lowering (striking) the form using wedge removal without lateral movement that would disturb a hypothetical completed arch
3/4-inch plywood, lagging boards (1x4 lumber), jigsaw, circular saw, hammer, nails, trammel bar or beam compass, flexible steel tape, 4-foot level, story pole, temporary adjustable shores or wood wedges, safety glasses, hearing protectionInstructor measures radius at five evenly spaced points on the completed form; all five measurements must be within 1/8 inch of the specified radius, and the form must sit level in the opening within 1/8 inch end-to-end; any out-of-tolerance form is corrected before the student may proceed to brick laying
4Voussoir Cutting and Skewback Preparation12labStudents will cut skewback bricks and voussoirs to the calculated angle and taper using a masonry saw, producing units with smooth, square cut faces and angular deviation no greater than one degree from the specified skewback angle
  1. Instructor demonstrates setting the masonry wet saw table angle to the calculated skewback angle, securing the brick, and making a single-pass cut; students observe, then each student makes two practice cuts on scrap brick before cutting production units
  2. Students cut full skewback sets for their assigned semicircular arch: two skewback bricks angled to the computed springing-line angle, plus sufficient standard brick for voussoir courses; all cut faces are labeled with a lumber crayon indicating position in the arch
  3. Dry layout on a flat slab: students arrange all cut and standard voussoirs on the centering form without mortar, checking joint taper with a taper gauge and adjusting cut angles as needed before committing to mortar
Masonry wet saw with diamond blade, safety glasses, face shield, hearing protection, nitrile gloves, dust mask (N95 minimum when saw area is not fully wet), standard modular brick, lumber crayon, taper gauge, flexible tape, protractor or digital angle finderInstructor measures the skewback angle on each student's cut units with a digital angle finder; deviation must be one degree or less; joints in the dry layout must taper smoothly with no single joint exceeding published maximum joint width for the mortar type; students with out-of-tolerance units re-cut before the mortar lesson
5Mortar Application and Voussoir Laying15practiceStudents will lay a full semicircular or segmental arch in brick over a centering form, placing voussoirs symmetrically from both springings toward the crown, with all mortar joints within the specified taper tolerance and the arch plumb and true to the centering profile
  1. Instructor demonstrates the correct sequence: set skewback units first with full mortar bed to the skewback angle, work up both sides simultaneously to maintain balanced loading on the centering, press each voussoir firmly to the form, and tool or point the intrados joints before mortar sets
  2. Students lay their arches under direct supervision; instructor calls out common errors in real time—insufficient mortar on the narrow end of tapered joints, voussoirs not seated against the centering, joints not raked to uniform depth—and students correct each error before placing the next unit
  3. After the arch reaches initial set (minimum time per mortar manufacturer data sheet or as directed by instructor), students measure joint width at intrados and extrados at every third voussoir with a joint-width gauge, record readings in their lab log, and calculate average joint taper; any joint outside tolerance is documented
Pre-mixed Type S mortar or site-batched equivalent, mortar board, margin trowel, brick trowel, jointing tool, joint-width gauge, 4-foot level, plumb bob, rubber mallet, sponge and bucket, completed centering form, cut voussoir set, safety glasses, work glovesInstructor evaluates completed arch on four criteria: (1) arch is plumb within 1/8 inch over its height, (2) all voussoir faces are flush with the centering profile within 1/4 inch, (3) joint widths fall within the calculated taper tolerance at every measured point, (4) no visible voids in joints; all four criteria must be met to pass this lesson
6Keystone Setting, Striking Joints, and Centering Removal12practiceStudents will set the keystone, finish and strike all exposed joints to a consistent profile, and safely remove the centering after the required cure period without cracking or displacing the arch
  1. Keystone placement: students apply a full bed of mortar to both adjacent voussoirs, carefully lower the keystone into position, check plumb and alignment with a level, and tap gently with a rubber mallet; instructor demonstrates how to verify the keystone is not proud of or recessed below the arch face
  2. Joint finishing: students use a jointing tool matched to the specified profile (concave, flush, or grapevine as assigned) to strike all exposed joints on both faces; they sponge-clean the masonry face without smearing mortar into the joint and inspect under raking light for voids or holidays
  3. Centering removal (striking): after instructor confirms adequate cure time, students remove wedges or lower shores incrementally and evenly while a second student watches the arch intrados for any movement or cracking; students document the removal process and record the arch's condition immediately after striking in their lab log
Keystone brick (cut to calculated dimensions), mortar and trowel, rubber mallet, 4-foot level, jointing tool, sponge, bucket, raking light source (flashlight or worklight), lab log forms, PPE as in prior lessonsInstructor inspects keystone for plumb within 1/8 inch and flush alignment with adjacent voussoirs; all struck joints must be consistently profiled with no voids, cracks, or smeared mortar on the face; lab log entry for centering removal must include recorded observations of arch condition immediately after striking; all three criteria must be satisfactory to pass
7OSHA Requirements, Scaffold Safety, and Arch Hazard Review8theoryStudents will correctly identify the applicable OSHA regulations for overhead masonry work and scaffold use, select the required PPE for each arch construction phase, and describe the emergency response for two common arch-related incidents
  1. Instructor-led review of OSHA General Industry and Construction standards pertaining to masonry: scaffold erection and fall protection requirements for elevated arch work, silica dust controls when cutting voussoirs (OSHA Table 1 for masonry cutting), eye and face protection requirements for overhead work, and hearing conservation when using masonry saws; students annotate their OSHA 10 course handouts
  2. Hazard identification exercise: instructor presents six photographs of arch construction scenarios (some compliant, some with visible violations); students write a violation or compliance note for each photo, cite the relevant OSHA standard by subject (not required to cite exact CFR numbers), and propose a corrective action
  3. Tabletop emergency drill: instructor describes two scenarios—a centering collapse with a worker beneath it, and a worker with mortar splashed in both eyes—and student pairs walk through the correct response sequence: stop work, call for help, apply first aid steps from their first aid/CPR training, and report to supervisor; pairs present their response to the class
OSHA 10 Construction course materials, OSHA silica Table 1 reference card, printed scenario photographs, student notebooks, first aid reference card from Unit 1 Universal Core10-question written quiz on OSHA scaffold requirements, silica controls, PPE selection, and emergency response; students must score 80% or higher; any student scoring below 80% completes a remediation review with the instructor before the unit assessment
Assessments
AssessmentTypeWeightPass standardMethod & rubric
Arch Theory and Calculations Knowledge ExamWritten exam25%80% or higher (40 of 50 points)A 50-question written exam covering arch terminology and types, structural force transfer, rise/span/radius relationships, voussoir and joint calculations, OSHA scaffold and silica requirements, and centering design; questions are drawn from NCCER Masonry Level 2 module content and align with the NCCER written assessment format for that credential level.
Standard met · Safety · Time · Quality/finish · Documentation
Arch Construction Skills DemonstrationSkills demonstration45%All four rated criteria scored Satisfactory; any Unsatisfactory rating requires one remediation attemptThe student builds a brick semicircular or segmental arch over a self-constructed centering from layout through centering removal; an instructor evaluates using the NCCER performance profile rubric, rating (1) centering accuracy, (2) voussoir placement and joint taper, (3) keystone setting and joint finishing, and (4) correct PPE and safe work practices throughout.
Standard met · Safety · Time · Quality/finish · Documentation
Lab Log PortfolioLog15%Six of seven lesson log entries complete and accurate; all required measurements recordedStudents maintain a running lab log across all seven lessons, recording calculations, measured dimensions, deviations from tolerance, mortar mix data, cure times, and centering removal observations; the completed portfolio is submitted at the end of the course and reviewed for completeness, accuracy of recorded values, and reflective notes on corrective actions taken.
Standard met · Safety · Time · Quality/finish · Documentation
Safety Compliance Checklist ObservationSafety audit15%Zero critical safety violations observed; all PPE items present and worn correctly throughout the observation periodDuring the voussoir cutting and mortar laying lessons, the instructor or a designated safety observer completes a structured safety checklist confirming: correct wet saw guard position, N95 or higher respiratory protection during dry cutting operations, face shield for overhead work, gloves appropriate to the task, and scaffold or elevated-work guardrails in place where applicable; a single critical violation halts work immediately and requires documented corrective action before the student may resume.
Standard met · Safety · Time · Quality/finish · Documentation
BLD-MASO04-09 Trade course

Concrete Flatwork

81 hr · $1,120 COMPLIMENTARY

Students learn to plan, form, place, finish, and cure concrete slabs for flatwork applications including sidewalks, driveways, patios, and floor slabs. Emphasis is placed on site preparation, subbase compaction, control-joint layout, hand and power finishing techniques, and proper curing methods that meet industry standards. Lessons map to NCCER Masonry Level 2 core content on concrete and OSHA 10 hazard recognition for concrete operations.

Outcomes
Course text

Students learn to plan, form, place, finish, and cure concrete slabs for flatwork applications including sidewalks, driveways, patios, and floor slabs. Emphasis is placed on site preparation, subbase compaction, control-joint layout, hand and power finishing techniques, and proper curing methods that meet industry standards. Lessons map to NCCER Masonry Level 2 core content on concrete and OSHA 10 hazard recognition for concrete operations.

How the course runs. 7 blocks: Site Preparation, Subbase, and Formwork Layout; Concrete Materials, Mix Design, and Volume Calculation; Concrete Safety: Hazard Recognition and PPE for Flatwork; Placing and Consolidating Concrete; Finishing Sequence: Bull Float, Edging, Jointing, and Troweling; Curing Methods and Cold/Hot Weather Placement; Integrated Flatwork Project: Plan, Pour, Finish, and Inspect.

What competent looks like. Prepare a subbase, set and stake wood or metal forms to grade, and verify level and alignment using a builder's level or laser level within 1/8-inch tolerance over 10 feet. Calculate concrete volume in cubic yards for a given slab dimensions, order materials correctly, and batch or receive ready-mix concrete at the proper slump for the application. Place, consolidate, screed, and bull-float a concrete slab following ACI finishing sequence without overworking the surface or introducing bleed-water defects. Cut or tool control joints and construction joints at correct spacing and depth ratios per standard industry practice to control cracking. Apply at least two curing methods — wet curing and a curing compound — and explain how each prevents premature moisture loss and achieves design strength. Identify and mitigate concrete flatwork hazards including concrete dermatitis, silica dust, struck-by risks from concrete trucks, and heat/cold weather placement conditions in compliance with OSHA standards.

Lessons · 7 blocks
#LessonHrTypeObjectiveActivitiesMaterialsCheck
1Site Preparation, Subbase, and Formwork Layout10labStudents will excavate or verify a prepared subbase, compact granular fill, and set wood or metal forms to a specified grade and alignment within 1/8-inch tolerance over 10 feet.
  1. Using a builder's level and grade rod, students shoot elevations at six points across a simulated slab area, record them on a field sketch, and calculate cut/fill needed to reach design grade.
  2. In pairs, students stake and brace 2×4 or 2×6 wood forms for a 10×10-foot slab, checking squareness with the 3-4-5 triangle method and level with a 4-foot level at multiple points.
  3. Students compact a 4-inch gravel subbase in two lifts using a plate compactor, probe with a steel rod for soft spots, and document compaction passes and any areas requiring rework in a field log.
2×4 and 2×6 dimensional lumber, duplex nails, form stakes, sledgehammer, claw hammer, builder's level, grade rod, 4-foot level, tape measure, string line, line level, plate compactor, crushed stone subbase material, safety glasses, hearing protection, steel-toed boots; NCCER Masonry Level 2 module on concrete flatwork; ACI 302.1R Guide for Concrete Floor and Slab ConstructionInstructor measures form alignment and grade at six points; all readings must fall within 1/8 inch of target elevation and forms must be square within 1/4 inch on diagonal — both criteria met to pass.
2Concrete Materials, Mix Design, and Volume Calculation10theoryStudents will calculate the concrete volume in cubic yards for three different slab configurations and identify key mix-design variables — water-cement ratio, slump, and air entrainment — appropriate to exterior flatwork.
  1. Students complete a three-problem worksheet calculating cubic yards for slabs of varying length, width, and thickness, including a waste factor, then compare answers with a partner and reconcile any differences.
  2. Instructor leads a demonstration comparing two concrete samples — one at proper slump (4 inches for flatwork) and one too wet — using a slump cone; students record observations and explain why excess water weakens the slab and causes surface scaling.
  3. Small groups read a sample ready-mix delivery ticket and identify: specified compressive strength, water-cement ratio, admixture type, air content, truck number, and load size; groups present findings to the class.
Calculators, volume calculation worksheet, slump cone and tamping rod, sample concrete batches (pre-mixed in buckets for demo), sample ready-mix delivery ticket handouts, whiteboard, NCCER Masonry Level 2 textbook, ACI 318 Building Code (reference only for design strength concepts), safety glassesWritten volume calculation quiz — three problems; students must achieve 80% or higher (at least 3 of 4 answers, including units and waste factor, correct) to pass.
3Concrete Safety: Hazard Recognition and PPE for Flatwork8theoryStudents will identify concrete flatwork hazards — including skin/eye chemical burns, silica dust inhalation, struck-by and caught-under risks during delivery, and heat/cold weather risks — and select the correct PPE and OSHA controls for each.
  1. Students complete a job hazard analysis (JHA) form for a simulated flatwork pour scenario, listing at least six distinct hazards, the potential harm, and a corresponding control measure; pairs peer-review each other's JHAs.
  2. Instructor presents OSHA's Respirable Crystalline Silica standard requirements for concrete operations (e.g., wet cutting, vacuum-equipped grinders) using actual OSHA outreach materials; students match each task to its required engineering or work-practice control on a sorting card activity.
  3. Role-play drill: one student acts as the safety observer while another 'worker' sets up a cutting tool — instructor has planted three deliberate PPE and setup errors (no respirator, no wet method, blade guard removed); observer must identify and verbally correct all three before work begins.
OSHA 10 Construction outreach materials, OSHA Silica standard table-1 reference card (concrete tasks), JHA blank forms, PPE kit (nitrile gloves, rubber gloves, safety glasses, face shield, N95 and half-face APF-10 respirator, knee pads, rubber boots), whiteboard, role-play prop toolsJHA graded with a rubric: must identify at least 6 of 8 planted hazards with a correct control for each; scored pass/fail — 6 correct pairings required to pass.
4Placing and Consolidating Concrete12demoStudents will demonstrate correct concrete placement sequence — depositing near final position, using a come-along rake (not a vibrator) to spread, and using an internal vibrator at correct insertion spacing and duration to consolidate without segregation.
  1. Instructor pours a practice batch into a formed 4×8-foot form panel and demonstrates the difference between correct placement (depositing in layers near final position) and incorrect dragging (long-distance pulling with rake), then students practice placement in the same form with a second batch.
  2. Students practice internal vibrator technique — insertion points spaced no more than 1.5 times the vibrator's radius of action apart, held vertically, withdrawn slowly at approximately 3 inches per second — with instructor calling corrections in real time; each student completes at least two insertion cycles.
  3. After consolidation, students screed the small slab using a straight 2×4 screed board with a sawing motion, checking for high and low spots, and hand-fill voids before a second screeding pass; instructor photographs the surface before and after for the lab log.
Formed 4×8-foot practice panels (plywood and 2×4 frames), fresh concrete batch (pre-mixed on site), come-along rake, internal pencil vibrator (1.5-inch head) with power source, 2×4 screed board, shovels, rubber gloves, rubber boots, face shield, NCCER Masonry Level 2 module, ACI 309R Guide for Consolidation of Concrete (reference)Instructor checklist during practice: screed surface must be flat within 3/8 inch under a 10-foot straightedge and vibrator technique must show correct spacing and withdrawal speed — both items must be marked satisfactory by instructor to pass.
5Finishing Sequence: Bull Float, Edging, Jointing, and Troweling15practiceStudents will execute the full ACI finishing sequence on a freshly placed slab — bull floating, edging, jointing, and final steel-trowel finishing — without overworking bleed water and producing a surface with no surface defects visible to the instructor.
  1. On the lab slab from Lesson 4 (or a fresh practice slab), students take turns bull floating in two perpendicular passes, explaining aloud why floating must be completed before bleed water rises; instructor times the operation and checks that no water sheen is worked into the surface.
  2. Students use an edging tool around the slab perimeter and a jointing tool (groover) to cut control joints at pre-marked locations — depth equal to at least one-quarter of slab thickness — then measure joint depth with a ruler to verify; results are recorded in the lab log.
  3. Once surface water has evaporated and the concrete can support a person on knee boards without deep impressions, students perform final steel-trowel passes in overlapping arcs, then assess the finished surface using a straightedge for flatness and visually for blistering, delamination, or crusting; defects are documented and discussed.
Bull float with extension handles, edging tool, jointing/groover tool, steel finishing trowels (14-inch and 16-inch), knee boards, straightedge (10-foot aluminum), ruler for joint depth, rubber gloves, knee pads, safety glasses, lab log forms, NCCER Masonry Level 2 textbook, ACI 302.1R (reference)Instructor evaluates finished slab surface: no variation greater than 3/8 inch under a 10-foot straightedge; control joints at correct spacing and depth (at least one-quarter of slab thickness); no visible blistering or crazing — all three criteria must be met to pass.
6Curing Methods and Cold/Hot Weather Placement14labStudents will apply two curing methods — a liquid curing compound and wet burlap-and-plastic curing — to finished concrete panels, document the process, and explain how temperature extremes require mix adjustments and protective measures.
  1. Students apply a liquid curing compound to one finished panel using a hand-pump sprayer in overlapping passes at the manufacturer's recommended coverage rate, then inspect for holidays (missed areas) using a raking light and re-apply where needed; the application is photographed and logged.
  2. Students wet burlap thoroughly, lay it over a second finished panel without dragging across the surface, and cover it with polyethylene sheeting lapped and weighted at edges; they calculate how long curing must be maintained for a standard portland cement mix to reach acceptable early strength (referenced from ACI 308 guidance — a minimum of 7 days for ordinary conditions).
  3. Tabletop scenario exercise: given two job scenarios (one with forecast temperatures below 40 °F, one above 90 °F), small groups identify required protective measures (insulating blankets, accelerating admixtures for cold; evaporation retarder, sunshades, chilled mix water for hot) using NCCER module content and ACI 305/306 guidance summaries, then present recommendations to the class.
Liquid curing compound (membrane-forming, ASTM C309 compliant), hand-pump garden sprayer, burlap rolls, polyethylene sheeting (6 mil), tape measure, raking light source, insulating blankets (demo sample), lab log forms, ACI 308 Curing Concrete guide summary, ACI 305R and 306R scenario summary sheets, NCCER Masonry Level 2 textbook, rubber gloves, safety glassesLab log graded by instructor: must include photographs of compound application with no holidays noted (or documented re-application), correct burlap-and-plastic setup, and completed scenario worksheet with at least four correct protective measures identified across both weather scenarios — all three sections must be complete and accurate to pass.
7Integrated Flatwork Project: Plan, Pour, Finish, and Inspect12fieldStudents will independently plan and execute a complete flatwork sequence — formwork layout, concrete placement, finishing, jointing, and curing — for a 6×10-foot practice slab and pass a structured post-pour inspection using industry criteria.
  1. Students complete a pre-pour planning document including: slab volume calculation, form layout sketch with control-joint locations and spacing, material list (subbase, concrete, curing materials), JHA with PPE requirements, and concrete mix specification appropriate for exterior flatwork — submitted to the instructor for sign-off before work begins.
  2. Each student serves a rotating role (form setter, concrete placer, finisher, safety observer) during the class pour of multiple practice slabs, with the instructor assigning lead responsibility for one full sequence to each student; actions and observations are recorded in the lab log.
  3. After the slab has cured sufficiently for inspection, students use a 10-foot straightedge, ruler, and visual checklist to self-inspect their slab against five criteria (surface flatness, joint depth, edge condition, curing method applied, no visible surface defects), complete a written inspection report, and discuss findings in a brief five-minute verbal defense with the instructor.
2×4 and 2×6 form lumber, stakes, screws and nails, plate compactor, crushed stone, fresh concrete batch, come-along rake, internal vibrator, screed board, bull float, edging tool, groover, steel trowels, knee boards, liquid curing compound, sprayer, burlap, polyethylene sheeting, 10-foot straightedge, ruler, lab log and inspection checklist forms, PPE (rubber gloves, boots, face shield, safety glasses, knee pads), NCCER Masonry Level 2 textbookInstructor scores the inspection report and verbal defense using a rubric: slab must meet flatness tolerance (3/8 inch under 10-foot straightedge), joint depth at least one-quarter of slab thickness, curing method correctly applied and documented, and student must correctly answer three of four verbal questions on process decisions — all rubric sections must reach satisfactory to pass.
Assessments
AssessmentTypeWeightPass standardMethod & rubric
Concrete Flatwork Written ExamWritten exam25%75% or higher (30 of 40 questions correct)A 40-question multiple-choice and short-answer exam covering concrete materials, mix design, volume calculation, ACI finishing sequence, joint types and spacing rationale, curing methods, and cold/hot weather requirements, mapped to NCCER Masonry Level 2 core knowledge areas for concrete flatwork. Students must answer all calculation questions showing work; unanswered calculation questions are scored zero.
Standard met · Safety · Time · Quality/finish · Documentation
Finishing Skills DemonstrationSkills demonstration45%All five checklist items rated Satisfactory by the evaluating instructorEach student independently demonstrates the full finishing sequence on a freshly placed practice slab — screeding, bull floating, edging, grooving a control joint to correct depth, and steel-trowel finishing — evaluated against a five-item NCCER-aligned performance checklist. A single Unsatisfactory rating requires a documented remediation and one reassessment opportunity within the same course term.
Standard met · Safety · Time · Quality/finish · Documentation
Lab Log PortfolioLog15%80% of entries complete and accurate as scored by instructor rubricStudents submit a compiled lab log containing field notes, photographs, calculations, JHA forms, inspection checklists, and the pre-pour planning document from all seven lessons; each entry is graded for completeness, accuracy of measurements recorded, and correct identification of any defects or corrections made. The lab log also serves as documentation practice aligned with NCCER's emphasis on craft documentation skills.
Standard met · Safety · Time · Quality/finish · Documentation
Concrete Flatwork Safety CheckSafety audit15%Zero critical errors; 90% of all checklist items correctA structured safety observation conducted during Lesson 7's integrated pour: the instructor uses a standardized checklist to evaluate each student's PPE selection and use, JHA compliance, correct identification and response to a planted hazard (a deliberately missing eye protection item on a co-worker), and proper silica-dust control during any dry sweeping or cutting task. Any single critical error — such as working without chemical-resistant gloves during concrete contact — results in an automatic stop-work and a required remediation before course completion is granted.
Standard met · Safety · Time · Quality/finish · Documentation
BLD-MASO04-10 Trade course

Layout & Leveling

81 hr · $1,120 COMPLIMENTARY

Students learn to establish accurate building lines, grades, and control points using hand tools, optical levels, and laser instruments before and during masonry construction. The course covers story poles, batter boards, plumb and level checks, and tolerances required by industry standards. Lessons connect directly to NCCER Masonry Level 2 core skills in layout and to the safe use of surveying and leveling equipment on active construction sites.

Outcomes
Course text

Students learn to establish accurate building lines, grades, and control points using hand tools, optical levels, and laser instruments before and during masonry construction. The course covers story poles, batter boards, plumb and level checks, and tolerances required by industry standards. Lessons connect directly to NCCER Masonry Level 2 core skills in layout and to the safe use of surveying and leveling equipment on active construction sites.

How the course runs. 7 blocks: Layout Fundamentals: Datums, Benchmarks, and Site Plans; Batter Boards, Mason's Lines, and Corner Layout; The 3-4-5 Rule and Pythagorean Layout; Optical Builder's Level: Setup, Sighting, and Rod Readings; Rotating Laser Levels and Grade Lasers; Story Poles, Course Layout, and Plumb Control; Integrated Layout Project: Full Foundation Line and Grade Setup.

What competent looks like. Set up and tear down batter boards and mason's lines to establish building corners accurate to within 1/8 inch over 20 feet. Operate a builder's level and a rotating laser level to establish and transfer grades, reading rod elevations to the nearest 1/8 inch. Construct and use a calibrated story pole to control course heights for brick, block, and stone work to published NCCER tolerances. Apply the 3-4-5 and Pythagorean methods to verify square corners and diagonal checks on foundation and wall layouts. Identify and correct common layout errors—including out-of-plumb, out-of-level, and off-square conditions—using appropriate instruments. Follow OSHA fall-protection, struck-by, and PPE requirements when working around batter boards, trenches, and power-assisted layout instruments.

Lessons · 7 blocks
#LessonHrTypeObjectiveActivitiesMaterialsCheck
1Layout Fundamentals: Datums, Benchmarks, and Site Plans9theoryStudents will interpret a basic site plan, identify the benchmark and datum, and explain how horizontal control lines and vertical grades are derived from those references.
  1. Instructor-led walk-through of a sample residential site plan: students locate the property lines, benchmark elevation, building setback lines, and finished floor elevation, then annotate a printed copy.
  2. Small-group discussion: compare three site plans of increasing complexity (slab-on-grade, crawl space, full basement) and list the layout information a mason needs from each before driving a stake.
  3. Individual written exercise: given a benchmark elevation and a finished floor elevation, calculate the difference in grade and identify whether fill or cut is required at three given points on a sketch.
Sample site plans (residential and light commercial), architect's scale, highlighters, pencils; NCCER Masonry Level 2 module on Layout; tape measure; safety glassesStudents correctly identify all required layout data on a new sample site plan and calculate two grade differences; 80% accuracy required on a 10-question written check.
2Batter Boards, Mason's Lines, and Corner Layout14labStudents will erect a set of batter boards and stretch mason's lines to define a rectangular building footprint, verifying square using the diagonal method to within 1/4 inch.
  1. Demonstration by instructor: drive stakes, set batter board crosspieces at a consistent height, cut string notches, and stretch lines for a 20 × 30 ft rectangle; students take notes on stake spacing, board height, and line tension.
  2. Partner practice: each pair erects its own batter board set on the outdoor layout pad, using a 100-ft tape and line level; instructor circulates and provides immediate corrective feedback on plumb and level of boards.
  3. Diagonal check drill: each team measures both diagonals of their layout, calculates the difference, adjusts lines until within 1/4 inch, and records adjusted measurements on a layout log sheet.
2×4 lumber for batter boards, 2-lb sledge, wood stakes, 100-ft fiberglass tape, mason's line, line level, chalk line, pencils, layout log sheets, hard hats, safety glasses, work gloves; NCCER Masonry Level 2 Layout moduleCompleted rectangle layout with both diagonals recorded; difference ≤ 1/4 inch and all batter boards level to within 1/8 inch per 4-ft board; instructor signs layout log. Pass = both tolerances met.
3The 3-4-5 Rule and Pythagorean Layout9demoStudents will apply the 3-4-5 (and scaled multiples) and full Pythagorean theorem to establish and verify 90-degree corners on layouts of varying size.
  1. Instructor demonstration using a 3-4-5 triangle on a small indoor layout table, then scales it to 9-12-15 ft on the floor; students measure with a tape and record results, identifying how rounding errors accumulate.
  2. Math workshop: students solve four Pythagorean problems at the board—two finding the hypotenuse and two finding a leg—then convert their answers to feet-inches-eighths for field use.
  3. Timed layout challenge: each student independently squares one corner on the outdoor pad using the 6-8-10 multiple, measures and records, then the class compares results against the laser reference.
100-ft fiberglass tape, calculator, pencils, graph paper, dry-erase markers, whiteboard, outdoor layout pad; NCCER Masonry Level 2 Layout module; safety glasses, work glovesFour Pythagorean worksheet problems with ≥ 80% correct; timed field corner within 3/16 inch of true 90° confirmed by instructor measurement.
4Optical Builder's Level: Setup, Sighting, and Rod Readings12demoStudents will set up and level an optical builder's level, sight to a Philadelphia rod, and record differential elevations accurate to the nearest 1/8 inch.
  1. Instructor demonstration of tripod setup, instrument leveling with the four-screw process (or three-screw), focusing the eyepiece, and reading a Philadelphia rod at three distances; students rotate through the instrument one at a time.
  2. Differential leveling circuit: working in groups of three (instrument operator, rod holder, recorder), students run a closed level loop of five points around the lab yard, recording backsights and foresights, then compute misclosure.
  3. Error analysis exercise: each group compares its misclosure to acceptable field tolerances discussed in the NCCER module, identifies the most likely source of error (bubble not centered, parallax, rod not plumb), and writes a one-paragraph correction plan.
Optical builder's level with tripod, Philadelphia leveling rod, field book, pencils, calculator; PPE: safety glasses, hard hat; NCCER Masonry Level 2 Layout module; manufacturer's operating manual for the levelClosed level loop misclosure ≤ 0.05 ft (within 5/8 inch) for a circuit of at least five shots; field book entries legible and complete; instructor initials each group's field book. Pass = misclosure within tolerance and complete field notes.
5Rotating Laser Levels and Grade Lasers10labStudents will set up a self-leveling rotating laser, establish a reference elevation, and use a laser detector and grade rod to transfer that elevation to six control points within ±1/8 inch.
  1. Manufacturer video and hands-on unpacking: students identify the self-leveling mechanism, power requirements, detector, and grade rod clip; instructor explains out-of-level alarm behavior and battery safety.
  2. Elevation transfer drill: instructor sets the laser at a known elevation; each student independently uses the detector and rod to mark that elevation on six wood stakes around the outdoor pad, then the instructor verifies with the optical level.
  3. Troubleshooting station rotation: three stations present common laser problems (detector beeping out-of-range, instrument tilted beyond self-leveling range, dead battery); students diagnose and document the correction for each.
Self-leveling rotating laser level with tripod, laser detector, grade rod, wood stakes, hammer, pencil, measuring tape; spare batteries; manufacturer's operating manual; PPE: safety glasses rated for the laser class in use (do not stare into beam), hard hat, work gloves; NCCER Masonry Level 2 Layout moduleAll six stake marks within ±1/8 inch of the reference elevation as verified by instructor with optical level; troubleshooting station responses 100% correct. Pass = elevation tolerance met on at least five of six stakes and all three troubleshooting answers correct.
6Story Poles, Course Layout, and Plumb Control14practiceStudents will fabricate a story pole scaled to actual brick or block coursing dimensions and use it with a plumb bob and level to lay out and verify course heights and plumb on a practice wall section.
  1. Story pole fabrication: each student selects either standard modular brick (2-5/8 inch with 3/8 inch joint = 3-inch course) or 8-inch CMU (8-inch course) and marks a 1×2 wood pole for a full 8-course section, confirming dimensions against a physical unit and NCCER coursing tables.
  2. Controlled wall layout: using the story pole, a 4-ft mason's level, and a plumb bob, students lay out a dry (no mortar) practice wall course by course, checking face plumb at every course and correcting before the next is set.
  3. Documentation exercise: students photograph the completed practice wall with a ruler held against the story pole at each course, log actual vs. theoretical heights, and identify any deviation greater than 1/8 inch per course.
1×2 wood strips, pencils, tape measure, combination square, 4-ft mason's level, torpedo level, plumb bob, chalk line, sample brick or CMU units, layout log sheets, smartphone or camera; NCCER Masonry Level 2 Layout module; safety glasses, work glovesStory pole dimensioned correctly to ≤ 1/16 inch per mark; dry-stack wall plumb to within 1/8 inch over 4 ft and course heights within 1/8 inch of story pole marks; instructor measures and initials layout log. Pass = all three tolerances met.
7Integrated Layout Project: Full Foundation Line and Grade Setup13fieldStudents will independently execute a complete layout sequence—batter boards, square corners, mason's lines, laser-transferred grades, and a story pole—for a simulated 16 × 24 ft building footprint, producing a signed layout record.
  1. Pre-job planning: each student reads a provided site plan, lists all layout steps in sequence, calculates the diagonal check length and required grade elevations, and submits a written layout plan for instructor review before touching any tools.
  2. Full layout execution: working individually (with a partner standing by for rod holding only), the student sets batter boards, squares corners, stretches lines, transfers the benchmark grade to all four corners using the rotating laser, and installs a story pole at one corner; all work is recorded in a layout field book.
  3. Peer review and defense: student pairs swap field books and measure each other's work with a tape and laser detector; discrepancies are flagged, the builder explains and corrects any out-of-tolerance condition, and both students sign off on the final record.
2×4 lumber, wood stakes, sledge, 100-ft tape, mason's line, line level, plumb bob, 4-ft mason's level, rotating laser level with detector, grade rod, story pole (student-fabricated), field book, pencils, camera; full PPE: hard hat, safety glasses, high-visibility vest, work gloves, steel-toed boots; NCCER Masonry Level 2 Layout moduleAll four corners square to within 1/4 inch diagonal difference; all four grades within ±1/8 inch of target; story pole plumb to 1/8 inch over full height; written layout plan submitted before work begins; field book complete and co-signed by peer. Pass = all tolerances met and documentation complete.
Assessments
AssessmentTypeWeightPass standardMethod & rubric
Layout & Leveling Written ExamWritten exam25%70% (28 of 40 questions correct)A 40-question multiple-choice and short-answer exam covering benchmark and datum interpretation, Pythagorean calculations, differential leveling math, laser level operation, story pole coursing dimensions, and OSHA struck-by and fall-protection requirements around layout equipment. Questions are aligned to NCCER Masonry Level 2 layout and leveling task areas.
Standard met · Safety · Time · Quality/finish · Documentation
Practical Layout Skills DemonstrationSkills demonstration45%All critical tolerance items met; overall rubric score ≥ 80%The student sets up a batter board layout for a given rectangular footprint, squares it with the Pythagorean method, transfers a benchmark elevation with a rotating laser, and demonstrates a rod reading on the optical builder's level—all observed and scored by the instructor on a task-based rubric with defined pass/fail tolerances (corner square ≤ 1/4 inch, grade ≤ ±1/8 inch, rod reading ≤ 1/8 inch error).
Standard met · Safety · Time · Quality/finish · Documentation
Layout Field Book and Lab LogLog15%All seven lesson log entries present and signed; ≥ 80% of data entries within stated tolerancesStudents maintain a cumulative layout field book throughout the course, recording measurements, calculations, instrument setups, and error analyses for every lab and practice session; the completed book is reviewed for accuracy, legibility, correct units, and complete signatures by instructor and peer reviewer.
Standard met · Safety · Time · Quality/finish · Documentation
Layout Safety CheckSafety audit15%100% on all critical safety items; zero unresolved violationsInstructor uses a binary (pass/fail per item) safety checklist to evaluate the student during the integrated layout project: correct PPE worn throughout, safe tripod placement away from traffic paths, laser class warning communicated to bystanders, proper tool storage, and correct response if the rotating laser alarm signals out-of-level—any critical item failure requires immediate correction and recheck before the student may continue.
Standard met · Safety · Time · Quality/finish · Documentation
BLD-MASO04-11 Capstone

Masonry Capstone: Integrated Build Project

162 hr · $1,620 COMPLIMENTARY

Students plan, document, and construct a multi-material masonry structure incorporating brick, block, stone, mortar, veneer, an arch, and a footing, demonstrating competency across all prior coursework. Documentation, workmanship, and a formal oral defense are evaluated against industry standards and NCCER Masonry Level 1–3 performance criteria. This course is the summative measure of program readiness before externship and credentialing.

Outcomes
Course text

Students plan, document, and construct a multi-material masonry structure incorporating brick, block, stone, mortar, veneer, an arch, and a footing, demonstrating competency across all prior coursework. Documentation, workmanship, and a formal oral defense are evaluated against industry standards and NCCER Masonry Level 1–3 performance criteria. This course is the summative measure of program readiness before externship and credentialing.

How the course runs. 4 blocks: Project Planning, Design, and Safety Documentation; Site Preparation and Footing Construction; Masonry Wall Construction: Block Backup, Veneer, and Arch; Project Closeout, Portfolio Compilation, and Oral Defense.

What competent looks like. Plan a multi-material masonry structure by producing a scaled drawing, a materials takeoff, and a written safety plan before breaking ground. Construct a capstone wall assembly that integrates a poured footing, concrete block backup, brick or stone veneer facing, and a rowlock or jack arch to NCCER plumb, level, and joint tolerances. Mix and apply mortar to specified Type S or Type N proportions, documenting batch weights, water-cement ratio, and workability adjustments in a field log. Apply all required PPE, hazard-control measures, and scaffold safety rules throughout construction, citing the applicable OSHA standard by topic area. Compile a project portfolio containing plans, material lists, daily field logs, photo documentation, and a self-assessment of deviations and corrections. Defend design decisions, construction sequence, and problem-solving actions in a structured oral examination judged by at least one industry-credentialed evaluator.

Lessons · 4 blocks
#LessonHrTypeObjectiveActivitiesMaterialsCheck
1Project Planning, Design, and Safety Documentation30theoryStudents produce a complete project packet—scaled elevation and plan drawings, material takeoff, mortar specification, and a written job-site safety plan—before any physical work begins.
  1. Sketch and dimension the capstone structure (minimum 8-ft-long wall with integrated arch and veneer section) using masonry grid paper, then transfer to a scaled drawing at 1/4 in. = 1 ft, labeling all material zones, control joints, and coursing heights.
  2. Complete a material takeoff worksheet calculating brick, block, stone, mortar ingredients, metal ties, and reinforcing bar quantities using standard waste factors; price the list using a current supplier quote sheet provided by the instructor.
  3. Draft a one-page written site safety plan identifying hazards (scaffold, mortar silica dust, manual lift weight limits, electric tools), corresponding controls (guardrails, wet suppression/respirator, team-lift protocol, GFCI), and required PPE for each phase, citing OSHA general-industry and construction standards by subject area.
Masonry grid paper, architectural scale, pencil, calculator, NCCER Masonry L1–3 trainee guides, OSHA 29 CFR 1926 Subpart Q (masonry) reference handout, supplier price sheet, material takeoff form template, project packet rubricInstructor grades the complete project packet against a 25-point rubric: drawing legibility and dimensional accuracy (8 pts), takeoff within ±5 % of instructor calculation (9 pts), safety plan covering all identified hazards with correct controls (8 pts). Minimum passing score: 20/25 (80 %).
2Site Preparation and Footing Construction36labStudents lay out the structure with batter boards and string lines, excavate to frost-depth equivalent in the training yard, form, place, and finish a continuous concrete footing to specified dimensions and grade.
  1. Set batter boards and pull string lines for the wall footprint using a 3-4-5 triangle check for squareness; verify diagonal measurements and record readings in the field log, re-stringing until both diagonals are within 1/8 in.
  2. Build and stake form boards to specified footing width and depth dimensions, place rebar at correct cover using chairs, and pour and consolidate concrete using a spud vibrator; strike and screed the top surface to grade marks established with a builder's level.
  3. After an instructor-approved cure period, strip forms, inspect footing for honeycombing or out-of-level conditions, document findings with photographs, and describe any remediation steps in the field log.
Batter boards, mason's line, line level, builder's level or laser level, measuring tape, stakes, form boards, form-release agent, rebar (size per project design), rebar chairs, spud vibrator, ready-mix or site-mixed concrete, screed board, magnesium float, field log notebook, camera or smartphone, PPE (hard hat, safety glasses, gloves, steel-toed boots, hearing protection when vibrating)Instructor measures footing top surface with a level and tape: must be level within 1/4 in. over the full length and within specified width ±1/2 in. Field log entry must include pour date, weather, water-cement ratio or mix design, and photo evidence. Pass requires all dimensional tolerances met and complete log entry.
3Masonry Wall Construction: Block Backup, Veneer, and Arch72practiceStudents lay the concrete masonry unit backup wythe, apply metal ties, set brick or stone veneer facing, and form and lay a rowlock or jack arch to NCCER plumb, level, and alignment tolerances while maintaining a complete daily field log.
  1. Lay the CMU backup wythe from the footing to full height, using a story pole to maintain consistent coursing, checking plumb every three courses with a 4-ft level, and keeping bed and head joints at 3/8 in. ± 1/8 in.; install corrugated metal wall ties at spacing required by the project design, staggering courses; record mortar batch weights and any adjustments in the field log each session.
  2. Lay the brick or stone veneer wythe with a consistent 1-in. air space maintained by a story pole spacer block, matching the coursing established on the backup wythe; tool all exposed joints with a jointer when mortar reaches thumbprint hardness; photograph each completed lift and annotate photos in the portfolio with course number and date.
  3. Build temporary arch formwork (centering) from plywood to the specified rise-to-span ratio; dry-bond arch units to check joint taper symmetry; lay arch units in mortar from both springings toward the keystone simultaneously, setting the keystone last and lightly tapping to seat; remove centering after mortar achieves initial set and inspect the soffit for alignment and joint closure.
Concrete masonry units (8x8x16 standard), modular brick or stone units, Type S mortar (bagged or site-batched), mortar box or electric mixer, trowels (brick and margin), story pole, 4-ft and 2-ft levels, plumb bob, line blocks and mason's line, joint raker and jointer, corrugated metal wall ties, plywood for arch centering, arch form template, hammer, bolster chisel, angle grinder with diamond blade (wet-cut or with dust collection), GFCI-protected extension cord, PPE (hard hat, safety glasses, N95 or half-face respirator for silica dust, gloves, steel-toed boots, hearing protection for cutting), field log, cameraInstructor uses a straightedge and level to verify: wall plumb within 1/4 in. per 10 ft of height; coursing height within 1/8 in. of story pole marks across full width; head and bed joints 3/8 in. ± 1/8 in.; arch soffit flush within 1/4 in. across span. Field log must have a dated entry for every work session with mortar batch data and photo numbers. All tolerances must be met and log complete to pass this lesson.
4Project Closeout, Portfolio Compilation, and Oral Defense24fieldStudents complete all finishing and cleanup tasks, assemble the full project portfolio, and deliver a structured oral defense of their design decisions, construction sequence, and problem-solving to an evaluation panel.
  1. Conduct a self-inspection checklist walk around the completed structure: clean mortar smears with appropriate masonry cleaner applied per manufacturer dilution directions; re-tool any joints that hardened before tooling; check that all ties are embedded and no metal is exposed at the face; document punch-list items found and corrective actions taken with photographs, then declare the structure complete by signing and dating the inspection checklist.
  2. Organize the portfolio in a three-ring binder with tabbed sections: (1) project drawings, (2) material takeoff and safety plan, (3) dated daily field logs, (4) annotated photo log showing each major phase, (5) self-assessment narrative (minimum one page) identifying at least two deviations from the original plan, the cause of each, and the corrective action taken, and (6) materials test data or mortar batch logs.
  3. Deliver a 10-minute oral defense to a panel of at least one NCCER-credentialed industry evaluator and the course instructor; present the structure using the drawing, walk the panel through the construction sequence, explain two significant decisions made during the build, answer a minimum of five panel questions drawn from NCCER Masonry L1–3 content areas, and articulate one lesson learned that the student will carry into the externship.
Completed masonry structure, self-inspection checklist, masonry cleaner (pH-appropriate for unit type), soft-bristle brush, three-ring binder, tab dividers, photo prints or laptop for photo display, project drawings, field logs, NCCER Masonry L1–3 trainee guides for reference during prep, oral defense scoring rubric, panel question bank drawn from NCCER Masonry L1–3 exam content areasPanel scores the oral defense on a 20-point rubric: accuracy of sequence explanation (5 pts), quality of decision justification citing trade standards (5 pts), correctness of answers to panel questions (6 pts), professionalism and clarity (4 pts). Portfolio is scored on a separate 20-point rubric: completeness of all six sections (10 pts), quality and accuracy of self-assessment (6 pts), photo documentation coverage (4 pts). Pass requires ≥16/20 on both rubrics (80 %) and a complete, signed inspection checklist.
Assessments
AssessmentTypeWeightPass standardMethod & rubric
Capstone Constructed Structure EvaluationProject60%All NCCER plumb, level, joint, and coursing tolerances met as measured by instructor during Lesson 3 inspection; arch seated and standing after centering removal; footing within dimensional spec from Lesson 2; no exposed metal ties or uncleaned mortar smears on the finished face.The completed multi-material wall assembly is inspected by the instructor using a standardized NCCER-aligned measurement checklist covering footing grade, CMU plumb and coursing, veneer alignment, joint uniformity, arch soffit alignment, and surface cleanliness. Each item is marked pass or fail; every item must be marked pass for the project assessment to be passed, with one re-work opportunity per deficient item before a final re-inspection.
Meets specification · Within estimate · Workmanship · Safety · Documentation
Project PortfolioPortfolio20%Minimum 16/20 (80 %) on the portfolio rubric; all six required sections present, signed inspection checklist included, and self-assessment narrative at minimum one page addressing at least two documented deviations.The three-ring binder portfolio is reviewed by the instructor for completeness, accuracy, and reflective quality across six tabbed sections: project drawings, material takeoff and safety plan, daily field logs, annotated photo log, self-assessment narrative, and mortar batch or materials data. The portfolio demonstrates that the student can document professional work to industry record-keeping standards required for NCCER credentialing and employer compliance.
Completeness · Organization · Evidence quality
Oral DefenseOral / panel20%Minimum 16/20 (80 %) on the oral defense rubric scored by the full panel; student must correctly answer at least four of five panel questions drawn from NCCER Masonry L1–3 content areas.The student presents the completed project to a panel including at least one NCCER-credentialed industry evaluator and defends construction decisions, sequence, and problem-solving in a ten-minute presentation followed by panel questioning. The defense confirms that the student can communicate trade knowledge verbally at the level expected during NCCER performance testing and in workplace interactions with supervisors and inspectors.
Explains decisions · Answers technical questions · Professional communication
BLD-MASO04-12 Externship / clinical

Externship / Worksite Placement

243 hr · $970 COMPLIMENTARY

Students complete 243 supervised hours at an approved masonry employer, applying brick, block, stone, mortar, veneer, arch, and flatwork skills in live commercial or residential construction environments. A licensed journeyman or foreperson mentor evaluates performance against NCCER craft competencies and OSHA 10 safety standards throughout the placement. The externship bridges classroom training and entry-level employment by developing professional habits, jobsite communication, and production-pace masonry under real working conditions.

Outcomes
Course text

Students complete 243 supervised hours at an approved masonry employer, applying brick, block, stone, mortar, veneer, arch, and flatwork skills in live commercial or residential construction environments. A licensed journeyman or foreperson mentor evaluates performance against NCCER craft competencies and OSHA 10 safety standards throughout the placement. The externship bridges classroom training and entry-level employment by developing professional habits, jobsite communication, and production-pace masonry under real working conditions.

How the course runs. 4 blocks: Jobsite Orientation and Safety Integration; Supervised Production Masonry — Unit Masonry and Mortar Work; Professional Practices and Jobsite Communication; Final Portfolio Compilation and Externship Defense.

What competent looks like. Perform mortar mixing, layout, coursing, and unit placement at a production pace that meets employer quality and schedule expectations on an active jobsite. Demonstrate consistent compliance with OSHA general industry and construction safety standards, including PPE selection, fall protection, scaffold safety, and hazard reporting, with zero recordable violations during the placement. Follow written and verbal instructions from a journeyman mentor, interpret project drawings and specifications, and communicate progress or problems clearly to supervisory staff. Execute at least two distinct masonry assemblies (e.g., brick veneer and CMU block wall) from layout through tooling and cleanup, meeting plumb, level, and alignment tolerances acceptable to the site supervisor. Complete all required daily log entries, weekly employer evaluation forms, and a final reflective portfolio documenting skills applied, challenges encountered, and professional growth. Identify site-specific hazards, complete a Job Hazard Analysis (JHA) for at least one assigned task, and respond correctly to a simulated or actual emergency situation in accordance with the site safety plan.

Lessons · 4 blocks
#LessonHrTypeObjectiveActivitiesMaterialsCheck
1Jobsite Orientation and Safety Integration30fieldGiven an active masonry worksite, the student will complete the employer's site-specific safety orientation, identify all relevant hazards, and demonstrate correct PPE donning and emergency procedures before performing any productive work.
  1. Attend the employer's OSHA-required site safety orientation and sign all required acknowledgment forms; record findings in the externship daily log, noting at least five site-specific hazards and the controls in place for each.
  2. Walk the site with the journeyman mentor and complete a written Job Hazard Analysis (JHA) form for one assigned masonry task, identifying hazards, risk levels, and required PPE or engineering controls using the employer's standard JHA template.
  3. Locate and inspect all emergency equipment—first-aid kit, fire extinguisher, eyewash station, scaffold access points, and site exit routes—then verbally brief the mentor on their locations and the site emergency action plan.
Hard hat, safety glasses, hearing protection, work gloves, steel-toed boots, hi-vis vest, dust mask or respirator as required; employer site safety orientation packet; JHA blank forms; OSHA 29 CFR 1926 Subpart Q (masonry) reference card; externship daily log bookletMentor signs off that student completed orientation, wore correct PPE throughout the shift, and submitted a complete JHA with no blank fields; any PPE violation or incomplete JHA requires a corrective review before the student progresses. Pass = mentor sign-off with no unresolved safety deficiencies.
2Supervised Production Masonry — Unit Masonry and Mortar Work120fieldWorking alongside a journeyman mentor on live project tasks, the student will place brick, concrete masonry units, and/or stone to correct course height, plumb, level, and alignment tolerances while maintaining production pace and safe work practices for a minimum of 120 cumulative hours.
  1. Each workday, mix or receive mortar, set up the mason's line, lay a minimum quota of units as directed by the foreperson, tool joints at the proper time, and clean the work area at shift end; record unit count, mortar batches, and quality check results in the daily log.
  2. Demonstrate at least two of the following assemblies over the placement period as work scope allows: brick veneer panel, CMU load-bearing or partition wall, natural or manufactured stone accent section, or mortar-set concrete cap; for each assembly, take photographic documentation with a brief written description of the technique used.
  3. Participate in at least one materials-receiving task: inspect a mortar or masonry unit delivery for quantity, type, and damage against the project submittal, report discrepancies to the supervisor, and log the outcome.
Brick, CMU, stone units (per project scope); Type S or N mortar as specified; trowels, jointers, margin trowel, brick hammer, bolster chisel; mason's line, line blocks, corner poles; 4-ft and 2-ft levels, plumb bob, tape measure, story pole; scaffold (employer-provided and OSHA-compliant); full PPE kit; externship daily log bookletWeekly employer evaluation rubric scored by the journeyman mentor on five dimensions: quality of work, pace, safe behavior, teamwork, and initiative; each dimension scored 1–4 (1=unsatisfactory, 4=exceeds expectations). Pass = average score of 2.5 or higher each week with no dimension below 2 for two consecutive weeks.
3Professional Practices and Jobsite Communication48fieldOver the course of the externship, the student will demonstrate professional workplace behaviors—punctuality, appropriate communication, drawing interpretation, and conflict resolution—and complete all required administrative documentation without instructor prompting.
  1. Each week, review the project schedule or look-ahead plan with the mentor; identify how the student's assigned task fits into the overall sequencing and write a three-sentence summary in the weekly log explaining how delays or quality issues on their work could affect downstream trades.
  2. Interpret at least two sets of construction drawings or masonry specifications relevant to the assigned work, annotating a print with dimensions, material call-outs, and any Requests for Information (RFIs) the student would raise; discuss annotations with the mentor and record feedback.
  3. Role-play or respond to one actual workplace communication challenge (e.g., a material shortage, a scope change directive, or a scheduling conflict) by practicing the employer's chain-of-command protocol and writing a brief after-action note describing what happened, how the student responded, and what they would do the same or differently.
Project drawings and specifications (employer-provided, handled per site confidentiality rules); externship daily log booklet; weekly employer evaluation forms; pencil, red pen for drawing markups; smartphone or camera for documentation photos (per employer policy)Program coordinator reviews all daily logs and weekly summaries at the midpoint (week 6) and end-of-placement (week 15) check-in; logs must have no more than two missing entries and must demonstrate accurate, specific content. Pass = fewer than three missing entries total, no fabricated or vague entries, and coordinator sign-off at both check-ins.
4Final Portfolio Compilation and Externship Defense45fieldThe student will compile a complete externship portfolio containing all logs, photos, employer evaluation forms, the JHA, and a written reflective narrative, then present and defend their documented work experience to the program coordinator and mentor in a structured debrief.
  1. Assemble the externship portfolio in the required order: cover sheet with employer contact information and total hours; all daily logs; weekly employer evaluation forms; JHA completed during Lesson 1; annotated drawing from Lesson 3; photo documentation of at least two completed assemblies with captions; two-page reflective narrative addressing skills gained, areas for continued development, and career goals.
  2. Conduct a 15-minute oral presentation to the program coordinator and mentor using three to five portfolio photos as visual aids, explaining the construction context of each assembly shown, the techniques applied, and at least one challenge encountered and resolved.
  3. Receive structured feedback from the coordinator and mentor using the externship rubric, participate in a goal-setting conversation identifying two specific competencies to develop before or after certification exams, and obtain mentor and coordinator signatures on the final placement verification form.
Completed daily log booklet; all employer evaluation forms; JHA form; annotated project drawings; portfolio folder or binder; digital photos printed or displayed on a device; reflective narrative (typed, 12-point font, double-spaced); externship final verification form; program portfolio rubricPortfolio is scored on the program's externship portfolio rubric (five criteria: completeness, accuracy of logs, quality of photo documentation with captions, reflective narrative depth, and oral presentation clarity), each scored 1–4. Pass = total score of 30 out of 40 or higher, with no criterion below 2, AND a signed final verification form confirming the student completed the required hours with a satisfactory employer evaluation overall rating.
Assessments
AssessmentTypeWeightPass standardMethod & rubric
Employer Skills Demonstration EvaluationSkills demonstration70%Cumulative average of 2.5 or higher (out of 4.0) across all weekly employer evaluation rubrics, with no single dimension averaging below 2.0 across the full placement, and zero unresolved safety violations documented by the mentor.The journeyman mentor or foreperson completes a standardized weekly evaluation rubric rating the student on work quality, production pace, safety compliance, teamwork, and professional initiative; ratings are collected each week and averaged by the program coordinator at the conclusion of the externship. This skills demonstration assessment directly maps to NCCER Masonry Level 1–3 performance indicators for unit masonry, mortar application, and safe work practices, confirming the student has met entry-level craft competency under real jobsite conditions.
Competency · Safety · Attendance · Conduct · Initiative
Externship Field Log and PortfolioLog30%Portfolio rubric total score of 30 out of 40 or higher with no criterion below 2, all required documents present and signed, and a completed oral defense approved by both the program coordinator and the employer mentor.The student submits a complete portfolio containing all daily logs, weekly evaluations, the JHA, annotated drawings, captioned assembly photos, and a two-page reflective narrative, then defends the portfolio in a structured 15-minute oral presentation. This lab log assessment provides a permanent, verifiable record of supervised hours and competencies aligned with NCCER Registry documentation requirements and supports the student's professional record for future employment and credentialing.
Complete · Verified
BLD-MASO04-13 Exam prep

Certification Exam Preparation: NCCER Masonry L1–3 & OSHA 10

68 hr · $680 COMPLIMENTARY

This course systematically reviews every knowledge and performance domain covered by the NCCER Masonry Level 1, 2, and 3 credentialing assessments and the OSHA 10-Hour Construction Outreach content, using spaced repetition, targeted drill, and full-length mock exams. Students identify personal knowledge gaps from prior coursework, practice test-taking strategies under timed conditions, and enter their credentialing sessions with documented readiness. All review is anchored to the NCCER Masonry curriculum modules and OSHA 10 Construction topic areas as published by those organizations.

Outcomes
Course text

This course systematically reviews every knowledge and performance domain covered by the NCCER Masonry Level 1, 2, and 3 credentialing assessments and the OSHA 10-Hour Construction Outreach content, using spaced repetition, targeted drill, and full-length mock exams. Students identify personal knowledge gaps from prior coursework, practice test-taking strategies under timed conditions, and enter their credentialing sessions with documented readiness. All review is anchored to the NCCER Masonry curriculum modules and OSHA 10 Construction topic areas as published by those organizations.

How the course runs. 4 blocks: Diagnostic Assessment & Gap Analysis; Domain-by-Domain Written Review & Drill; Performance Skill Rehearsal & Hands-On Timed Trials; Full Mock Certification Exams & Final Remediation.

What competent looks like. Correctly answer NCCER Masonry L1 written module-test items covering safety, tools, materials, mortar, and basic bricklaying at or above the NCCER passing threshold. Correctly answer NCCER Masonry L2 and L3 written items covering veneer, arches, stone, block construction, layout, leveling, and project supervision at or above the NCCER passing threshold. Demonstrate performance task readiness by executing a timed hands-on skill demonstration—including layout, coursing, plumb and level checks, and mortar consistency—that meets NCCER performance profile criteria. Identify the major OSHA 10 Construction topic areas—fall protection, struck-by, caught-in/between, electrical hazards, scaffolding, PPE, and hazard communication—and answer scenario-based questions accurately. Apply a systematic test-taking strategy (read, eliminate, flag, return) to reduce errors on selected-response items under timed conditions. Produce a personal remediation log that documents each weak domain, the review action taken, and the post-remediation practice score.

Lessons · 4 blocks
#LessonHrTypeObjectiveActivitiesMaterialsCheck
1Diagnostic Assessment & Gap Analysis10theoryStudents complete a full-length diagnostic covering all NCCER Masonry L1–3 module topics and OSHA 10 Construction content areas, score their results by domain, and produce a written gap-analysis plan that prioritizes the domains where they scored below passing.
  1. Sit a 100-item timed diagnostic written exam drawn proportionally from NCCER Masonry L1, L2, and L3 module objectives and from the OSHA 10 Construction topic list; instructor scores and returns results by domain the same session.
  2. Using a provided domain-scoring rubric, each student calculates their percentage correct for each of eight content clusters (materials and mortar, bricklaying fundamentals, block and stone, veneer and arches, layout and leveling, project supervision, OSHA hazard categories, safety regulations) and color-codes clusters red/yellow/green.
  3. Draft a one-page written gap-analysis plan listing each red or yellow domain, at least two specific NCCER module sections or OSHA topic areas to re-study, and a target score for the final mock exam; instructor reviews and approves each plan before Lesson 2 begins.
Diagnostic exam packet (instructor-authored items aligned to published NCCER Masonry module objectives for L1–3 and OSHA 10 Construction topic outline); domain-scoring rubric; gap-analysis template; NCCER Masonry L1, L2, and L3 trainee guide sets; OSHA 10 Construction student reference card; pencils, highlighters.Gap-analysis plan is complete, every domain is scored, and at least one targeted action is listed for any domain below passing; instructor initials plan as approved. No numeric pass mark on the diagnostic itself—it is formative only.
2Domain-by-Domain Written Review & Drill28theoryStudents review content in each NCCER Masonry L1–3 module area and each OSHA 10 Construction topic area through instructor-led explanation, peer discussion, and timed drill sets, and demonstrate improved performance on end-of-domain quizzes.
  1. Instructor delivers eight sequential 90-minute review blocks—one per content cluster identified in the diagnostic—using annotated slides tied to NCCER module section headings; each block includes worked examples (e.g., calculating mortar yield, reading a story pole, identifying fall-protection requirements for scaffolding), open Q&A, and a 15-item timed quiz at the close; students record quiz scores in their remediation logs.
  2. Between review blocks, students work in rotating pairs on 'challenge card' drill sets (instructor-prepared index cards, one NCCER module objective or OSHA topic per card); one partner reads the stem, the other answers aloud and justifies the answer using the trainee guide, then partners swap; instructor circulates and corrects misconceptions immediately.
  3. Each student completes two targeted 20-item drill exams on their personal red-domain clusters (identified in the gap-analysis plan), self-scores against the answer key, and updates their remediation log with before/after percentages; instructor reviews logs at the midpoint and end of this lesson and provides written feedback.
NCCER Masonry L1, L2, and L3 trainee guide sets; OSHA 10 Construction student reference card; instructor-authored review slide decks (one per domain cluster); 8 domain quiz packets (15 items each); challenge card drill sets; 20-item targeted drill exam packets; remediation log sheets; answer keys; whiteboard and markers.Student scores 70% or higher on each 15-item domain quiz by end of the block; if below 70%, instructor assigns a specific trainee-guide re-read and a second-attempt 10-item quiz before the next block begins. Remediation log updated and current at instructor midpoint check.
3Performance Skill Rehearsal & Hands-On Timed Trials18labStudents execute NCCER-style hands-on performance tasks under timed, observed conditions—including mortar mixing, layout and leveling, brick and block coursing, and joint finishing—and receive criterion-referenced feedback that maps directly to NCCER performance profile checkpoints.
  1. Instructor demonstrates each of the four performance task stations (mortar batch and consistency check; layout with story pole and level lines; running bond brick course to specified dimensions; block course with control joints and filled cores) using published NCCER performance profile criteria as a narrated checklist; students annotate their own copies of the performance profile during the demo.
  2. Students rotate through all four stations in pairs, with one student performing the task under a stopwatch while the partner acts as observer and marks the performance profile checklist; roles swap after each task; instructor floats between stations, pauses for live correction on unsafe techniques or gross errors (e.g., mortar too wet, courses out of plumb by more than tolerance), and conducts a brief after-action debrief at each station.
  3. Each student completes a solo timed trial on their two weakest stations (identified by the partner-observation checklists) with the instructor as sole evaluator; student receives a written score sheet keyed to NCCER performance profile pass/fail criteria and must correctly address any failed checkpoint in a second attempt before the lesson ends.
Mortar mixer or mixing board; Type S mortar materials (masonry cement, sand, water); standard modular brick; 8-inch concrete block; story poles; mason's levels (4-foot and 2-foot); line pins and mason's line; trowels (brick and margin); jointers; tape measures; chalk line; speed square; NCCER Masonry performance profile checklists (L1–L3); stopwatch; safety glasses, gloves, dust mask (N95 minimum), steel-toed boots; first-aid kit on station.Student meets all go/no-go criteria on the NCCER performance profile for every station: mortar within specified slump range, courses plumb and level within published tolerance, joints finished uniformly, and task completed within time limit. Any no-go item requires a documented second attempt; two failed attempts triggers a mandatory remediation plan before the final mock exam.
4Full Mock Certification Exams & Final Remediation12labStudents sit a full-length mock written exam replicating NCCER Masonry L1–3 module-test conditions and an OSHA 10 scenario-based written exam under timed, closed-book conditions, score at or above the NCCER passing threshold on the written mock, and complete a final remediation log entry documenting readiness.
  1. Students sit a 120-item closed-book, timed written mock exam covering all NCCER Masonry L1, L2, and L3 module objectives in the proportions used by NCCER module tests, followed immediately by a 50-item OSHA 10 Construction scenario mock; exams are administered under strict test-like conditions (no talking, phones away, instructor present but silent); instructor scores exams and returns results with domain breakdowns within the same session.
  2. Students whose mock scores fall below the NCCER passing threshold in any domain attend a 60-minute targeted review session with the instructor, rework missed items using their trainee guides, and complete a 20-item retake drill on that domain; students document the review action and retake score in their remediation logs.
  3. Each student completes a final remediation log entry summarizing: pre-course diagnostic scores, post-review quiz scores, performance trial outcomes, mock exam scores, and a self-assessment of readiness; instructor reviews and signs each log and provides individualized written guidance on any remaining weak areas before the student registers for the actual NCCER and OSHA 10 exams.
120-item NCCER Masonry mock written exam packet (instructor-authored, aligned to published L1–L3 module objectives); 50-item OSHA 10 Construction scenario mock packet; answer sheets; answer keys with domain-breakdown scoring guide; NCCER Masonry trainee guides (closed during exam, available for post-exam review); remediation log summary sheet; pens and pencils; quiet exam room with individual seating.Student scores at or above the NCCER published passing threshold on the full 120-item written mock overall and demonstrates passing-level performance in each major domain cluster; OSHA 10 mock score is reviewed and any topic scoring below 70% is flagged for self-study before the actual OSHA 10 session. Completion of a signed, instructor-approved remediation log is required to be cleared for exam registration.
Assessments
AssessmentTypeWeightPass standardMethod & rubric
Full Mock Certification Exam (Written + Performance)Mock certification exam100%Written mock: score at or above the NCCER published passing threshold on the 120-item exam overall, with no single domain cluster below 70%; OSHA 10 mock: 70% or higher overall. Performance mock: all NCCER performance profile checkpoints rated pass (no unresolved no-go items) on solo timed trials.A single integrated mock-certification event replicating actual NCCER Masonry L1–3 module-test and OSHA 10 Construction exam conditions: students complete the closed-book timed written mock and the performance skill trials in the same course week, receive domain-level score reports, and must meet all passing standards—or complete documented remediation and a retake drill—before the instructor signs their exam-registration clearance. This assessment serves as the summative readiness gate for the entire program.
Score · Time management
Program completion

External credential: NCCER Masonry L1-3; OSHA 10

Students sit the NCCER Masonry Level 1, Level 2, and Level 3 written knowledge tests and hands-on performance verifications administered through an NCCER-accredited training sponsor, and complete the OSHA 10-Hour Construction Industry Outreach Training delivered by an OSHA-authorized trainer. Pass standard: Credential issued by the body.

Back to Masonry · How the school gets authority to award these credentials