Exam Cheat Sheet · Quick Reference

Tennessee - NASCLA Commercial Building Contractor Examination

Tennessee  ·  Prov

Verified, not estimated. Every figure below is drawn from the official exam structure we maintain — question counts, passing standard and topic weighting. Practice questions are grounded in the source law with statute citations. We omit any figure we can't verify rather than guess at it.
Total questions
115
Passing score
73%
Exam time
300 min
Administered by
Prov
Format
Reference materials allowed

Tennessee State Portion 115 questions

General Requirements 25 Q · 22%
OSHA standards and recordkeeping requirements (Forms 300, 300A, 301)Jobsite hazard recognition, evaluation, and control (JSA/TSA process)Fall protection systems, equipment inspection, and the six-foot rulePersonal protective equipment (PPE) selection and proper useIBC permit requirements, construction documents, and building official authoritySpecial inspections and tests during construction (IBC Chapter 17)Safeguards during construction — pedestrian protection, demolition, and site work (IBC Chapter 33)Interpreting civil drawings — site plans, contour lines, and excavation math
Site Construction 15 Q · 13%
Excavation safety and trench protection systems (shoring, shielding, sloping)Soil classification and characteristics for constructionEarthmoving operations and equipment selection (scrapers, excavators, dozers, loaders)Cut and fill calculations and volume/weight estimationSite grading, drainage control, and erosion/sedimentation preventionUnderground pipe installation methods and pipe materialsSoils and foundations requirements per IBC Chapter 18 (geotechnical investigations, load-bearing values, foundation design)Concrete and asphalt paving operations, equipment, and quality control
Concrete 6 Q · 5%
Concrete mix components and proportions (cement, aggregates, water, admixtures)Portland cement types and hydration (ASTM C150 Type I–V, heat of hydration, blended cements)Chemical admixtures and supplementary cementitious materials (water reducers, accelerators, retarders, air-entraining agents, fly ash, silica fume)Reinforcing steel types, sizes, grades, and identification (ASTM standards, rebar markings, bar sizes)Placement and tying of reinforcing steel (concrete cover requirements, bar supports, splicing methods, placement in footings, walls, columns, beams)Horizontal formwork and shoring systems (elevated deck types, shore types, shoring/reshoring requirements, OSHA regulations)Concrete testing methods (slump test procedures, compression test specimen preparation, ASTM standards)IBC 2021 Chapter 19 concrete requirements (durability requirements, minimum slab provisions, shotcrete, structural tolerances, special inspections)
Masonry 4 Q · 3%
Masonry fireplaces and fireboxes (IBC Section 2111 requirements)Masonry chimneys: construction, flue lining, and clearancesMasonry design methods: allowable stress, strength, and empirical designGlass unit masonry: installation limitations and panel sizingAdobe masonry: empirical design and construction requirementsMasonry arches: types, layout calculations, and construction techniquesSpecialized masonry units: acid brick, refractory brick, and glazed masonryMasonry construction quality assurance and seismic design requirements
Metals 6 Q · 5%
Structural steel erection sequence and pre-erection planningSteel member connections: bolted and welded types (framed, seated, end-plate, single-plate shear)Erection tolerances for columns and horizontal membersCold-formed steel framing materials, identification, and member typesCold-formed steel wall framing: structural and nonstructural assemblies, shear walls, headersPre-engineered metal building systems: components, erection procedures, and safety requirementsRigging equipment for steel erection: slings, hooks, shackles, and hoistsIBC Chapter 22 steel construction standards: AISC 360, AISI S100, SJI specifications, and seismic design categories
Wood 5 Q · 4%
Lumber grading, species, and quality standards (sawn lumber, engineered wood products)Fire-retardant-treated and preservative-treated wood requirementsWood trusses: design, bracing, submittal requirements, and alteration restrictionsConventional light-frame construction: stud sizing, wall framing, floor and roof framing spansFastening schedules and connector requirements for wood framingWall bracing methods and braced wall panel requirementsProtection against decay and termites: locations requiring treated or naturally durable woodWood wall framing components: headers, corner assemblies, partition intersections, and openings
Thermal and Moisture Protection 5 Q · 4%
Insulation types and R-value requirements (flexible, loose-fill, rigid, reflective, miscellaneous)Vapor retarders and barriers: perm ratings, materials, and placementMoisture control and waterproofing: below-grade, slabs, crawl spaces, and wallsAir infiltration control and building wrap installationRoof assembly weather protection: flashing, underlayment, ice barriers, and drainageRoof covering requirements by type (asphalt shingles, tile, metal, wood, single-ply, modified bitumen)Attic, rafter space, and crawl space ventilation requirementsExterior wall weather resistance: water-resistive barriers, vapor retarder classes, and flashing
Doors, Windows, and Glazing 4 Q · 3%
Fire-rated glazing types, markings, and labeling requirements (W, D, H, T, OH designations)Fire door assembly ratings, hardware, and closing requirementsOpening protectives in fire walls, fire barriers, fire partitions, and smoke barriersSafety glazing hazardous locations and impact test requirementsEgress door size, swing direction, and force requirementsDoor locking, latching, and panic hardware requirements for means of egressSloped glazing and skylight installation requirementsExterior wall opening area limitations based on fire separation distance
Finishes 5 Q · 4%
Gypsum board types and special-use panels (Type X, water-resistant, abuse-resistant, foil-backed, coreboard)Drywall fasteners: nails, screws, and adhesives — selection, spacing, and penetration requirementsFire-rated wall and ceiling assemblies — single-ply and multi-ply constructionInterior wall and ceiling finish flame spread and smoke-developed index classifications (Class A, B, C) by occupancySound-isolation construction methods — STC ratings, resilient channels, separated partitions, and sound-isolating materialsIBC Chapter 25 requirements for gypsum board installation, limitations, and referenced standards (GA 216, ASTM C840)Interior floor finish classification and minimum critical radiant flux requirements by occupancyDecorative materials, interior trim, and combustible decorative material restrictions
Mechanical and Plumbing Systems 6 Q · 5%
Minimum number of required plumbing fixtures by occupancy classificationSeparate and public toilet facility requirements and access rulesPlumbing fixture installation clearances and compartment dimensionsMechanical systems scope and referenced code compliance (IMC and IFGC)Elevator hoistway enclosures, lobbies, and opening protection requirementsElevator emergency operations and standby power requirementsFire service access elevators and occupant evacuation elevator provisionsConveying systems: escalators, moving walks, conveyors, and personnel hoists
Electrical Systems 3 Q · 3%
Grounding and bonding requirements (electrodes, conductors, jumpers, and connections)Overcurrent protection: fuses, circuit breakers, ratings, and location in circuitBranch circuit requirements: voltage limitations, ratings, GFCI protection, and AFCI protectionService entrance conductors and equipment: installation, clearances, and disconnecting meansLoad calculations for branch circuits, feeders, and servicesWiring methods and materials: conductor types, raceways, boxes, and physical protectionEmergency and standby power systems: transfer equipment, wiring, capacity, and IBC requirementsFeeder design and installation: sizing, overcurrent protection, and equipment grounding conductors
Procurement and Contracting Requirements 31 Q · 27%
Contract types: lump-sum, unit-price, and cost-plus agreementsRequired contract elements: offer, acceptance, consideration, competent parties, and legal purposeContract provisions: payment terms, progress payments, retainage, and final paymentChange orders and contract modificationsAlternative dispute resolution: negotiation, mediation, and arbitrationBonding requirements: bid, performance, payment, and maintenance bondsBidding process: bid documents, ethics, and bid submission requirementsSubcontractor agreements and insurance verification requirements

Key Distinctions

Direct costsvsOperating (indirect) expenses

On the income statement, direct costs are tied to a particular project (materials, subcontractor fees, permit fees, labor), while operating/indirect expenses are not project-specific (office salaries, advertising, warehouse rental).

NASCLA Contractors Guide (14th ed.), Chapter 2 — Income Statement section
Named peril builder's risk insurancevsAll-risk builder's risk insurance

Named peril policies are narrower and cover only the perils specifically listed (typically fire and lightning, and possibly wind, explosion, water damage, terrorism or earthquake), whereas all-risk coverage is broader.

NASCLA Contractors Guide (14th ed.), Chapter 3 (Managing Risk) — Named Peril Builder's Risk Insurance section
Bank letter of credit (5 to 10 percent of contract)vsPerformance bond (usually 100 percent of contracted price) / maintenance bond (often 10 percent of construction cost)

A letter of credit is not a bond and not a guarantee of performance but a cash guarantee customarily covering only 5 to 10 percent of the contract, while performance bonds are usually set at 100 percent of the contracted price and maintenance bonds often at 10 percent of construction cost.

NASCLA Contractors Guide (14th ed.), Chapter 3 (Managing Risk) — Bond Language section
At-rest soil pressurevsActive soil pressure

Per IBC 2021 Section 1610.1, walls whose horizontal movement is restricted at the top must be designed for at-rest pressure, while retaining walls free to move and rotate at the top—and (by exception) foundation walls extending not more than 8 feet below grade that are laterally supported at the top by flexible diaphragms—are permitted to be designed for active pressure.

IBC 2021 Section 1610.1
Registered design professional duties for open-web steel joists (IBC 2021 Section 2207.2)vsJoist manufacturer duties (IBC 2021 Section 2207.3)

The registered design professional must indicate on the construction documents the joist/joist girder designations, design requirements, layout, end supports, anchorage, bridging design differing from SJI, bridging termination connections and bearing connection design for uplift and lateral loads; the manufacturer designs the joists to support those loads and, when required, submits sealed calculations plus connection design for connections differing from SJI, field splices and joist headers.

IBC 2021 Section 2207.2
Field-cured concrete test cylindersvsLaboratory-cured concrete test cylinders

Field-cured specimens stay on site under the same conditions as the placement and may be used to determine when it is safe to remove forms, while acceptance strength is determined from laboratory-cured cylinders tested under ASTM C39.

Study Guide for Commercial Building Contractor, Module 23212 Properties of Concrete, Section 3.4.0
Free float timevsTotal float time

Free float is the time an activity can be delayed without impacting the early start of the next activity, while total float is the leeway allowed without delaying the overall project completion date; activities with zero float are critical.

NASCLA Contractors Guide (14th ed.), Chapter 8 — Float Time section
Bar chart (Gantt) and calendar schedulingvsCritical path method (CPM)

Bar chart and calendar scheduling do not show the interdependencies of activities (so a delay's impact on other tasks is not shown), while CPM illustrates interdependent task relationships, simultaneous events and the critical path that determines project duration.

NASCLA Contractors Guide (14th ed.), Chapter 8 — Bar Chart Scheduling section
EmployeevsIndependent contractor

Under IRS guidelines (behavioral control, financial control, type of relationship), a worker who uses his own tools and methods, advertises to multiple companies, is paid a flat-fee bid and can realize a profit or loss is more likely an independent contractor rather than an employee.

NASCLA Contractors Guide (14th ed.), Chapter 14 — Employee vs. Independent Contractor Classification
S corporationvsC corporation

An S corporation passes income, loss, deduction and credits through to shareholders' separate returns (avoiding double federal taxation) and is limited to one class of stock and no more than 100 shareholders, while a C corporation is taxed at the corporate level and shareholders are taxed again on dividends.

NASCLA 14th Edition, Chapter 2 - Choosing Your Business Structure, S Corporations
Equipment ownership costvsEquipment operating cost

Depreciation from the original purchase price is an ownership cost tied to the asset's declining value, while fuel, operator labor and operator training/licensing are operating and use-related costs.

NASCLA 14th Edition, Chapter 6 - Bidding and Estimating, Owned Equipment section
Crawl space ventilation with Class I vapor retarder over the ground (IBC 2021 Section 1202.4.1.2)vsCrawl space ventilation over uncovered earth floor (IBC 2021 Section 1202.4.1.1)

Where the ground surface is covered with a Class I vapor retarder, net ventilation opening area is reduced to not less than 1 square foot per 1,500 square feet of crawl space area, versus 1 square foot per 150 square feet for uncovered earth floors.

IBC 2021 Section 1202.4.1.2
Mall travel distance to required toilet facilities (IBC 2021 Section 2902.3.4)vsTravel distance for other occupancies (IBC 2021 Section 2902.3.3)

In covered and open mall buildings the path of travel to required public and employee toilet facilities shall not exceed 300 feet from the main entrance of any store or tenant space (and the facilities may be no more than one story above or below), while the 500-foot limit applies to occupancies other than malls.

IBC 2021 Section 2902.3.4
Profile drawingvsCross section

A profile is the side view taken parallel to the center line showing heights, depths and slopes, while a cross section is a cutaway view perpendicular to the longitudinal axis or center line.

Study Guide for Commercial Building Contractor, Chapter 7 — Introduction to Earthmoving (Module 22201), Trade Terms, Pages 361 and 401

Key Terms

Indemnity NASCLA Contractors Guide (14th ed.), Chapter 3 (Managing Risk) — Insurance Defined section
A way to transfer risk and exemption from loss incurred by any course of action; an insurance payout is sometimes called an indemnity.
SUTA dumping NASCLA Contractors Guide (14th ed.), Chapter 3 (Managing Risk) — Unemployment Insurance section
The prohibited transfer of employees between businesses for the purpose of obtaining a lower unemployment compensation tax rate, subject to criminal and/or civil penalties under state law.
Boilerplate provisions NASCLA Contractors Guide (14th ed.), Chapter 7 — Boilerplate Provisions section
Standard language or clauses (sometimes called 'miscellaneous' clauses) that generally appear at the end of a contract to protect the business in a lawsuit, such as attorney's fees, arbitration and consent to jurisdiction.
Value engineering NASCLA Contractors Guide (14th ed.), Chapter 8 — Value Engineering section
A project management approach whose objective is to understand the owner's cost, quality and time priorities in order to deliver a product of the highest value.
Just-in-time (JIT) delivery NASCLA Contractors Guide (14th ed.), Chapter 8 — Just-In-Time section
Timing material deliveries to arrive as materials are needed, which keeps inventory costs low and reduces the risk of theft or vandalism.
Materials expediter NASCLA Contractors Guide (14th ed.), Chapter 8 — Materials Expediter section
The member of the project supervisory team who supervises the materials procurement process to ensure accurate and timely delivery.
Status report NASCLA Contractors Guide (14th ed.), Chapter 8 — Status Reports section
A periodic report summarizing project highlights by addressing items completed, items in progress and outstanding items, used to communicate with customers, managers, subcontractors and suppliers.
Trench (excavation) Study Guide for Commercial Building Contractor, Chapter 7 — Introduction to Earthmoving (Module 22201), Page 382
A temporary opening in which something such as a pipe or box culvert is placed and covered, whose width—and usually depth—are limited to 15 feet.
VPI (vertical point of intersection) Study Guide for Commercial Building Contractor, Chapter 2 — Interpreting Civil Drawings (Module 22209), Page 118
On a roadway profile made of a series of straight grade lines, the point at which two of those lines intersect; VPC is where curvature begins and VPT is where curvature stops.
Gravel / boulders (soil classification) Study Guide for Commercial Building Contractor, Module 22201, Section 1.2.0 (Soil Characteristics)
Gravel is rock pieces greater than 0.08 inch and less than 10 inches in diameter; larger pieces are cobbles or stones, and pieces larger than 10 inches are boulders.
Pipe ramming Study Guide for Commercial Building Contractor, Module 08209, Section 1.4.0 (Trenchless Pipelaying)
The trenchless pipelaying system used most often when the pipe is large and the distance is less than 150 feet (pipe jacking suits small to medium pipe and short distances, HDD long city runs, and pipe bursting replaces existing PVC or clay pipe).
Motor truck cargo insurance NASCLA Contractors Guide (14th ed.), Chapter 3 (Managing Risk) — Transportation Floater and Motor Truck Cargo Insurance section
A type of inland marine insurance protecting the transporter against damaged or lost freight, including contractors transporting equipment or materials to and from the jobsite.
Contractor's protective public and property damage liability insurance NASCLA Contractors Guide (14th ed.), Chapter 3 (Managing Risk) — Other Types of Liability Insurance section
Supplemental coverage protecting contractors who supervise subcontractors and are subsequently held liable for the subcontractors' actions causing personal injury or property damage, addressing exclusions in a standard CGL policy.
OSHA Form 301 NASCLA Contractors Guide (14th ed.), Chapter 11 — OSHA Recordkeeping section
An individual incident report giving added detail about each specific recordable injury or illness, for which an insurance or workers' compensation form providing the same details may be substituted.
Roofing work (OSHA safety-monitoring systems) NRCA Safety Manual Ch. 11—Fall Protection, Safety-monitoring Systems section
Hoisting, storage, application and removal of roofing materials and equipment, including related insulation, sheet metal and vapor barrier work, but specifically not construction of the roof deck.
Workweek (FLSA) NASCLA 14th Edition, Chapter 10 - Employee Management, Fair Labor Standards Act (FLSA)
A fixed period of 168 hours over seven consecutive 24-hour periods that may begin on any day and hour set by the employer; each workweek stands alone for minimum wage and overtime and may not be averaged with other workweeks.
TPI 1 IBC 2021 Section 2303.4.6
The standard with which the design, manufacture and quality assurance of metal-plate-connected wood trusses shall comply per IBC 2021 Section 2303.4.6.
Monthly schedule depositor NASCLA Contractors Guide (14th ed.), Chapter 14 — Deposit Schedule section
An employer whose total payroll tax liability for the previous four quarters (July to June) was $50,000 or less (for example, $38,000).

Formulas to Know

Bid price when overhead is a percentage of revenueBid price = Direct costs ÷ (percentage of revenue represented by direct costs). Example: with 9% project overhead and 11% company overhead, direct costs are 80% of revenue, so $100,000 ÷ 0.80 = $125,000 (simply adding 20% to get $120,000 is incorrect).
Net pay from gross payGross Pay − Taxes & Deductions = Net Pay. Example: 40 hrs × $20/hr = $800 gross; $800 − $198 = $602 net.
Straight-line depreciation(Initial Asset Cost − Salvage Cost) ÷ Useful Life Years = Yearly Depreciation. Example: ($50,000 − $5,000) ÷ 9 = $5,000 per year.
Owned equipment cost charged to a projectHourly unit cost = Total yearly equipment cost ÷ Estimated annual hours of use; Project cost = unit cost × project hours. Example: $30,000 ÷ 1,000 hr = $30/hr; $30 × 40 hr = $1,200.
Liquidity (current) ratioCurrent Assets ÷ Current Liabilities; greater than one indicates a positive liquidity position. Example: $26,400 ÷ $8,200 ≈ 3.22.
Volume of a prism with trapezoidal or triangular cross-sectionTrapezoid: Volume = 1/2 × (base 1 + base 2) × height × length. Triangle: Volume = 1/2 × base × height × depth. Never omit the 1/2 factor. Examples: 1/2 × (65 + 55) × 4 × 100 = 24,000 cu ft = 888.9 cu yd; 1/2 × (2 + 3) × 4 × 27 = 270 cu ft = 10 cu yd; 1/2 × 6 × 2 × 100 = 600 cu ft = 22.2 cu yd.
Volume of a cylindrical excavationV = π × r² × h, using radius (half the diameter) and π = 3.14. Example: 6 ft diameter, 5 ft deep → 3.14 × 3² × 5 = 141.3 cubic feet.
Volume of rectangular/irregular excavation and cubic yard conversionVolume = length × width × depth with all dimensions in the same unit (1 yard = 3 ft; 6 in. = 0.5 ft); cubic feet ÷ 27 = cubic yards; 1 cu yd = 27 cu ft = 36 in. × 36 in. × 36 in. = 46,656 cu in. (1,728 cu in. = 1 cu ft). Examples: 30 × 30 × 0.5 = 450 cu ft = 16.7 cu yd; 3 ft × 3 ft × 0.5 ft = 4.5 cu ft; irregular area (2,600 + 1,500 + 2,400 = 6,500 sq ft) × 0.5 ft = 3,250 cu ft = 120.4 cu yd.
Weight of excavated or fill material and maximum truck loadWeight = Volume in CUBIC YARDS × weight per cubic yard (convert cubic feet to cubic yards first). Maximum volume loaded = Rated payload ÷ weight per cubic yard. Examples: 540 cu ft ÷ 27 = 20 cu yd × 2,565 lb = 51,300 lb; 888.9 cu yd × 3,200 lb = 2,844,480 lb; 27,000 lb ÷ 2,250 lb/cu yd = 12 cu yd.
Water-cementitious material ratiow/cm = (gallons of water × 8.33 lb/gal) ÷ weight of cement. Example: 5 gal × 8.33 = 41.65 lb ÷ 94-lb bag = 0.44 (module's general rule is 5 to 6 gallons per 94-pound bag).