FL General Contractor flashcards
FL General Contractor · Build recall with a focused review session.
32 cards. Read the term and the definition here. The deck at the top of this page is optional.
- Retainage
- A percentage of each payment withheld by the owner to ensure completion and satisfaction of liens. In Florida, private retainage is often 10% until 50% complete, then 5%, while public work is capped at 5%.
- Working capital
- Current assets minus current liabilities. It must cover payroll, retainage lag, and supplier terms during the cash-negative phase of a project, so profitability alone does not guarantee solvency.
- Change order
- A written modification to the contract that defines scope, price, and time impact. It must be approved before work proceeds unless a construction change directive orders the work first.
- Substantial completion
- The stage when work is sufficiently complete for its intended use. It starts warranty periods, allows partial retainage release, and shifts risk of loss to the owner.
- Total float
- Late start minus early start, or late finish minus early finish. It is the amount an activity can slip without delaying project completion; zero float means the activity is critical.
- Section modulus
- For a rectangular beam, S = bd²/6. Bending capacity equals allowable stress times S, so doubling depth quadruples capacity while doubling width only doubles it.
- Swell factor
- The percentage increase in volume when soil is excavated from its bank state to a loose state. Bank volume times one plus swell gives loose haul volume for trucking calculations.
- Bearing capacity
- The allowable pressure a soil can support without excessive settlement or shear failure. Footing area equals load divided by allowable bearing pressure, verified by a geotechnical report.
- Water-cementitious ratio
- The weight of water divided by the weight of cementitious material. Lower ratios increase strength and durability but reduce workability, so admixtures may be needed.
- Mortar Type N
- A medium-strength mortar commonly used for exterior above-grade veneer and interior load-bearing walls. It is more workable and less strong than Type M or S.
- Roof slope ratio
- Rise divided by run, expressed as inches per foot. A 4:12 slope equals 18.4 degrees; slopes below 3:12 are low-slope and require different underlayment and flashing details.
- Step flashing
- L-shaped metal flashing installed at the wall-roof junction, woven with each shingle course. It directs water away from the wall and works with counterflashing above.
- Vapor retarder placement
- In hot-humid Florida, vapor retarders generally go on the exterior warm side of the insulation so moisture does not condense inside the assembly and cause mold.
- Waterproofing vs dampproofing
- Waterproofing resists hydrostatic pressure and is used below grade where water is present. Dampproofing only resists capillary moisture and is not a substitute under pressure.
- Firestopping
- A listed system that seals penetrations through fire-rated walls and floors to restore the assembly's fire-resistance rating. Unsealed penetrations void the rating.
- Drainage slope
- The fall of a horizontal drain pipe. A common rule is one-quarter inch per foot for two-inch and smaller pipe, which keeps solids moving and prevents clogging.
- Notice to Owner
- A written notice served by a lien claimant not in privity with the owner, generally within 45 days of first furnishing labor or materials, to preserve lien rights in Florida.
- Competent person
- An individual capable of identifying hazards and authorized to take corrective action. OSHA requires one for excavations, scaffolding, and fall protection inspections.
- Schedule of values
- A breakdown of the contract price by work item, used to support progress payments. It should track actual work completed and should not be front-loaded.
- RFI
- A request for information that asks the designer to clarify the contract documents. The answer becomes binding only when issued as a supplemental instruction or change order.
- Waste factor
- A percentage added to net quantities to account for cuts, breakage, and overlap. Common values are 3 to 5 percent for concrete and masonry and about 10 percent for roofing.
- Rebar weight
- The weight per foot of a bar, approximately 0.668 times the bar number squared divided by 8. No. 4 weighs 0.668 lb/ft and No. 5 weighs 1.043 lb/ft.
- Critical path
- The longest path through the project network, which determines the shortest possible completion time. Any delay on this path delays the project unless the path changes.
- Time impact analysis
- A method that inserts a delay event into the schedule at the time it occurred to measure its effect on completion. It supports requests for time extensions.
- Liquidated damages
- A pre-agreed sum payable for late completion. It must be a reasonable forecast of the owner's loss, not a penalty, or a court may refuse to enforce it.
- Payment bond
- A surety bond that guarantees payment to subcontractors and suppliers on a project. It replaces lien rights on public work, where mechanic's liens are not available.
- NPDES stormwater permit
- Federal permit coverage required for construction sites disturbing one acre or more. It requires a Stormwater Pollution Prevention Plan and best management practices.
- Flood zone V
- A coastal high-hazard flood zone subject to wave action. Construction requires open foundations, breakaway walls, and elevation above the base flood level.
- Occupancy classification
- A code category such as A, B, E, F, H, I, M, R, S, or U that determines allowable height, area, egress, and fire protection requirements for a building.
- Certificate of occupancy
- A document issued after final inspections confirm that the building complies with the approved plans and codes. It authorizes occupancy and use of the structure.
- Order of precedence
- The contract hierarchy for resolving conflicts among documents. Specifications typically govern over drawings, and large-scale drawings govern over small-scale drawings.
- Earned value CPI
- Cost performance index equals earned value divided by actual cost. A value below one means the project has spent more than the value of work performed.