Reference table
Fire Sprinkler K-Factor Table
Reference common sprinkler K-factor values used for quick flow and pressure checks in NFPA 13 style sprinkler calculations.
Rows
9
Reference values
Columns
3
Lookup fields
Linked tools
2
Calculators using this data
Page role
Use this page for a defined task before moving to the next project record.
- Audience
- Engineers, designers, reviewers, and technicians selecting calculator input values.
- Job
- Use this table when a sprinkler discharge check needs the listed K-factor before solving flow, pressure, or minimum flow.
- Evidence
- Match the listed sprinkler K-factor from product data before using a table row. Do not choose a larger K-factor only to reduce required pressure unless the sprinkler listing and design basis support it.
- Output
- Selected Standard K-Factors row carried into 2 calculator workflows.
- Next
- Choose the matching row, review selection checks, then open the calculator or worksheet that consumes the value.
Source governance
Record how this table is used before carrying a value into a calculator, worksheet, or authority workflow.
| Governance item | Record | Use boundary |
|---|---|---|
| Source class | Engineering lookup table | Use the table as a controlled reference input, not as an adoption or approval database. |
| Last review basis | Static registry review | Re-check adopted standards, manufacturer data, and project criteria before final use. |
| Known limit | Manufacturer data, adopted edition, and project specifications can supersede a generic reference row. | Escalate unresolved code, listing, or jurisdiction questions to the project record. |
| Downstream record | Sprinkler K-Factor Flow and Pressure Calculator, Sprinkler System Demand Calculator, NFPA 13 Hydraulic Design Worksheet, Hazard Classification and Density Setup Worksheet | Keep selected rows with the worksheet, calculation package, or authority record. |
Reference table structure
Use these fields to filter the table, select a value, and retain the basis with the calculation record.
Rows
9
Filter fields
K-Factor
Value columns
Typical Use, Numeric K
Related pages
3
| Table area | Values | Engineering use |
|---|---|---|
| Query examples | K-Factor = K2.8; K-Factor = K5.6; K-Factor = K8.0 | Use these values as table filters before carrying a row into a calculator. |
| Related calculators | Sprinkler K-Factor Flow and Pressure Calculator, Sprinkler System Demand Calculator | Selected rows become calculation inputs or reasonableness checks for the linked tools. |
| Related worksheets | NFPA 13 Hydraulic Design Worksheet | Worksheet records preserve the selected value with the project assumption trail. |
Reference table use
Use the table as controlled input data: select the row, verify the condition, and carry the value to the related calculator.
Usage context
- 1Use this table when a sprinkler discharge check needs the listed K-factor before solving flow, pressure, or minimum flow.
- 2Treat the K-factor as sprinkler-specific input from the product data or design basis, not a generic occupancy value.
- 3Carry the selected K-factor into discharge, coverage, density-area, and hydraulic worksheet checks.
Selection rules
- 1Match the listed sprinkler K-factor from product data before using a table row.
- 2Do not choose a larger K-factor only to reduce required pressure unless the sprinkler listing and design basis support it.
- 3When coverage or storage criteria control sprinkler selection, confirm the K-factor with the selected sprinkler model.
Review checks
- 1Selected K-factor matches the listed sprinkler basis used for the discharge point.
- 2Pressure and flow are solved for the same sprinkler and not mixed with pump discharge pressure.
- 3Coverage, density, and minimum-flow checks are reviewed before relying on the discharge result.
| Reference field | How to use it | Related tools |
|---|---|---|
| K-Factor | Use this field to identify the matching project condition. | Sprinkler K-Factor Flow and Pressure Calculator, Sprinkler System Demand Calculator, NFPA 13 Hydraulic Design Worksheet |
| Typical Use | Carry this value into the downstream calculator with the displayed units and label. | Sprinkler K-Factor Flow and Pressure Calculator, Sprinkler System Demand Calculator, NFPA 13 Hydraulic Design Worksheet |
| Numeric K | Carry this value into the downstream calculator with the displayed units and label. | Sprinkler K-Factor Flow and Pressure Calculator, Sprinkler System Demand Calculator, NFPA 13 Hydraulic Design Worksheet |
Selection examples
Use these examples to choose a row deliberately before carrying the value into a calculator or worksheet.
| Scenario | Row choice | Reason | Downstream use |
|---|---|---|---|
| A standard spray sprinkler submittal lists K5.6 for the selected model. | Use the K5.6 sprinkler row only when it matches the listed model and orientation. | K-factor is a sprinkler discharge coefficient, not a generic hazard-class value. | Carry K5.6 into the sprinkler K-factor calculator with pressure at the sprinkler and the coverage basis. |
| A designer wants lower required pressure at a remote sprinkler. | Compare a larger K-factor only after confirming the alternate sprinkler is listed for the application. | A larger K-factor changes the selected sprinkler and may affect spacing, coverage, and listing constraints. | Use the row as an option screen, then update the density-area and hydraulic worksheet if the sprinkler changes. |
| Coverage area requires more flow than a small K-factor provides at available pressure. | Keep the actual listed K-factor row and flag the pressure or sprinkler selection problem. | Changing the table row without changing the sprinkler would hide a real design constraint. | Send the result to coverage, density-area, and system-demand review before final sprinkler selection. |
Checking K-factor against sprinkler coverage
Assumptions
- 1A remote sprinkler is selected from product data with K5.6.
- 2The preliminary pressure at the sprinkler is 12 psi.
- 3The coverage and design density require the discharge result to be reviewed before hydraulic handoff.
Steps
- 1Select the K5.6 row because it matches the listed sprinkler model.
- 2Run the K-factor calculator using pressure at the sprinkler, not pump discharge pressure.
- 3Compare calculated flow against the coverage-area demand for the same sprinkler.
- 4If the flow is short, revisit pressure, spacing, or sprinkler model instead of changing the reference row silently.
Result
The workpaper shows whether the selected sprinkler can support the coverage basis. The K-factor row remains tied to the product data and does not change unless the sprinkler selection changes.
Misuse warnings
- 1Do not use a K-factor row that does not match the listed sprinkler model being reviewed.
- 2Do not change K-factor only to make pressure look acceptable without changing the sprinkler selection and listing basis.
- 3Do not judge sprinkler adequacy from K-factor alone without coverage, density, and minimum-flow review.
Standard K-Factors
| K-Factor | Typical Use | Numeric K |
|---|---|---|
| K2.8 | Small orifice | 2.8 |
| K5.6 | Standard spray | 5.6 |
| K8.0 | Large orifice | 8 |
| K11.2 | Extended coverage | 11.2 |
| K14.0 | ESFR / storage | 14 |
| K16.8 | Large drop / storage | 16.8 |
| K22.4 | High-flow storage | 22.4 |
| K25.2 | High-flow storage | 25.2 |
| K28.0 | High-flow storage | 28 |