ARE 5.0 study materials
ARE 5.0 study resources

ARE 5.0 cheat sheet

ARE 5.0 · Keep the key ideas within reach.

Quick reference

Practice Management

  • Net multiplier = net revenue ÷ direct labor; a value of 3.0 means each $1 of direct labor produces $3 of revenue to cover overhead and profit.

  • Break-even multiplier = (direct labor + indirect expenses) ÷ direct labor; billing below it produces a loss on every hour worked.

  • Utilization rate = direct (billable) labor hours ÷ total paid hours; low utilization raises the multiplier needed to break even.

  • Billing rate = direct salary rate × (1 + payroll burden) × net multiplier; burden covers taxes, insurance, and benefits.

  • Lump-sum fees shift cost-overrun risk to the architect; hourly (time-and-materials) fees shift that risk to the owner.

  • Standard of care is the skill and care ordinarily used by architects under similar circumstances - a negligence benchmark, not a warranty of results.

  • A statute of limitations runs from discovery of a defect; a statute of repose runs from substantial completion and bars claims regardless of discovery.

  • Under AIA B101, basic services run from schematic design through construction contract administration; programming, extensive redesign, and post-occupancy evaluation are additional services.

Quick reference

Project Management

  • Critical path = longest duration path through the network; its total float is zero and it sets the project duration.

  • Total float = late start − early start (equal to late finish − early finish); free float is the delay possible before the next activity slips.

  • Crashing adds labor, equipment, or overtime to a critical-path activity to shorten it and usually increases cost.

  • Fast-tracking overlaps design and construction phases; it compresses schedule but increases rework and change-order risk.

  • An RFI asks the design team to clarify the contract documents; the answer becomes part of the project record and may lead to an ASI or change order.

  • A construction change directive orders work before price and time are agreed; a change order is the signed instrument adjusting contract sum or time.

  • Risk responses are avoid, mitigate, transfer (insurance, bonds, indemnity), and accept.

  • Schedule logic: a predecessor must finish before its successor starts (finish-to-start) unless a lag, lead, or another relationship is defined.

Quick reference

Programming & Analysis

  • Efficiency ratio = net assignable area ÷ gross building area; office and institutional projects commonly target 0.65–0.80.

  • Floor area ratio (FAR) = total gross floor area ÷ site area; zoning caps FAR and lot coverage as separate, independent limits.

  • Occupant load = floor area ÷ the code's occupant-load factor for that use (e.g., 15 net sf per occupant for assembly with tables and chairs).

  • Required egress width = occupant load × capacity factor: 0.2 in per occupant on level components, 0.15 in where sprinklered, 0.3 in at stairs.

  • A single exit is allowed only within narrow code limits (e.g., business occupancy with 49 or fewer occupants and 75 ft or less travel); otherwise two means of egress are required.

  • Programming sequence: establish goals, collect and analyze facts, uncover and test concepts, determine needs, then state the problem.

  • At solar noon in the northern hemisphere the sun lies due south, and solar altitude = 90° − latitude + solar declination.

  • Accessible routes: running slope no steeper than 1:20, cross slope no steeper than 1:48, clear width at least 36 in, with a 60-in turning space where required.

Quick reference

Project Planning & Design

  • Travel distance limits for business occupancy: 200 ft unsprinklered, 250 ft sprinklered, measured along the path of egress travel.

  • Dead-end corridors: 20 ft maximum unsprinklered, 50 ft maximum in sprinklered buildings.

  • Common path of egress travel in business occupancy: 75 ft unsprinklered, 100 ft sprinklered.

  • Ramp limits: maximum slope 1:12, maximum rise 30 in per run, 60-in landings at top, bottom, and each turn, handrails 34–38 in above the surface.

  • Stairs: riser 7 in maximum, tread 11 in minimum, clear width 44 in minimum; handrail height 34–38 in measured above the nosing.

  • Guards: at least 42 in high at openings and elevated surfaces, with balusters spaced so a 4-in sphere cannot pass.

  • Accessible parking: an 8-ft car space with an 8-ft access aisle, or an 11-ft van space with a 5-ft aisle, connected to an accessible route.

  • Adjacency and bubble diagrams test functional relationships before blocking; blocking diagrams then size and stack spaces into floors.

Quick reference

Project Development & Documentation

  • Specifications follow CSI MasterFormat divisions (03 Concrete, 05 Metals, 08 Openings, 09 Finishes) and SectionFormat's three parts.

  • Each section is Part 1 General (references, submittals, quality assurance), Part 2 Products (materials, components), Part 3 Execution (installation, field quality control).

  • BIM Level of Development: LOD 100 massing, 200 approximate geometry, 300 specific design, 350 coordination, 400 fabrication, 500 as-built.

  • In cold climates the vapor retarder goes on the warm interior side of the insulation; in hot-humid climates moisture control shifts toward the exterior.

  • Fire-resistance ratings of 1, 2, 3, or 4 hours come from assemblies tested to ASTM E119 and listed by UL; the rating belongs to the assembly, not a single product.

  • Drawing sets are ordered general, site, architectural, structural, MEP, then details and schedules, with keynotes used to cut repetitive sheet text.

  • AIA A101 is owner-contractor, A201 the general conditions, B101 owner-architect; the architect administers but is not a party to the construction contract.

  • Continuous insulation, thermal breaks, and a continuous air barrier limit thermal bridging at slab edges, shelf angles, and balcony connections.

Quick reference

Construction & Evaluation

  • AIA G702 (application and certificate for payment) with the G703 continuation sheet itemizes completed work and stored materials by line item.

  • Substantial completion makes the work usable for its intended purpose; it starts warranties, permits owner occupancy, and typically reduces retainage.

  • Final completion follows correction of all punch-list items and delivery of closeout documents; final payment and retainage release follow.

  • Conditional lien waivers take effect when payment clears; unconditional waivers are effective on signing - progress and final versions exist for both.

  • Closeout deliverables: record (as-built) drawings, O&M manuals, warranties, attic stock, spare parts, and test and balancing reports.

  • The building official issues the certificate of occupancy after final inspections; a temporary CO can permit partial occupancy before full completion.

  • Change-order pricing typically flows from subcontractor cost plus contractor overhead and profit plus the architect's additional-service fee, per the contract.

  • Commissioning verifies that systems meet the owner's project requirements and continues from design through the warranty phase.