Building Types
60x100 Distribution Center
- Width
- 60 ft
- Length
- 100 ft
- Floor area
- 6,000 sq ft
- Perimeter
- 320 ft
Example
Example Configuration
Quick dimensions
At a Glance
Width
60 ft across the gable end.
Length
100 ft along the sidewall.
Floor area
6,000 sq ft of clear floor.
Eave height
18 ft at the sidewall on the stored profile.
Use
How a 60×100 Distribution Center May Be Used
Logistics
Material entering one end and leaving the other is a common organising principle.
Fulfillment
Dock or grade-level door placement is usually decided before the frame layout.
Freight
Usable stacking height depends on eave height and any interior structure.
Configuration
How This Building Is Configured
Configuration summary
| Building type | Distribution Center |
|---|---|
| Footprint | 60 ft × 100 ft |
| Floor area | 6,000 sq ft |
| Eave height | 18 ft |
Planning
Footprint & Space Planning
Footprint
Width and length are chosen together: width is usually fixed by what has to fit side by side, length by how many bays are needed.
Height
Eave height is commonly the governing dimension here, because clearance for the tallest item sets the door and the wall.
Access
Where vehicles and people enter changes the whole interior layout, so access is settled before anything else.
Doors and openings
Opening width, height and position are specified with the supplier; they affect the frame and the wall bracing.
Site
Slope, drainage, access for delivery and erection, and the foundation are confirmed for the actual property.
Expansion
Extending along the length is usually simpler than changing the width later, which is worth deciding up front.
Access
Doors & Access Considerations
Opening width
Across a 60 ft gable end, the practical opening width is limited by the frame and confirmed with the supplier.
Opening height
A 18 ft eave sets the ceiling on door height before any frame change.
Drive-through
Matching openings at both ends avoid reversing, at the cost of usable wall.
Similar sizes
Other Sizes for a Distribution Center
Related
Related Building Types
Warehouse
Explore
Industrial Building
Explore
Manufacturing Building
Explore
Commercial Building
Explore
Example configuration — for planning purposes only.
FAQ
Common Questions
60 ft × 100 ft is 6,000 square feet of floor area before any interior partitions.
Length is usually adjusted in bay increments, and width is a larger design change. Both are confirmed with the supplier for the final design.
Site preparation, foundation and erection are commonly quoted separately from the building package. Confirm the scope of any quote you receive.
Compare nearby sizes
Related footprints for this building type
Each page works through one footprint for one building type.
Overview
A 60x100 distribution center planned as a storage-forward building where goods dwell before moving
This page is ordered around height and clearance, because at 60x100 the 18-foot eave limits a distribution center sooner than the plan does.
The footprint holds 12 rack runs — 6 across by 2 deep — and the remaining 1 feet is marginal: there is no consolidation bay, so reorganisation happens in the live aisles and picking stops around it.
Efficiency is the useful number here: 500 square feet of enclosed floor per rack run, against a 378-square-foot module. That leaves working slack around each position. The mezzanine that is added afterwards is the change order that reprices the frame.
A 60 by 100 footprint is a clearly directional plan: 6,000 sq ft enclosed by 320 ft of wall, at a 1.7:1 length-to-width proportion. Along its 100 ft dimension it takes 2 runs of rack runs at 42 ft, leaving 16 ft over — the 16 ft is where the argument about this size actually happens. Taken purely as arithmetic, 60 by 100 gives 5 rack runs across the 60 ft dimension once 15 ft is reserved for movement, and 2 deep along the 100 ft dimension. Run as a a storage-forward building where goods dwell before moving, 0 ft across is below the 12 ft this use needs to be worth planning, so there is no consolidation bay, so reorganisation happens in the live aisles and picking stops around it Lighting at the pick face is an accuracy question rather than a comfort one.
At 60x100 the operating question is a specific one: how much of this floor is genuinely working, and how much is stock that has not moved this quarter? That is a different question from the one a distribution center of another shape has to answer, and it is why this footprint is planned as a storage-forward building where goods dwell before moving rather than as generic covered area.
Areas, perimeter, roof area, ridge height, slab volume and the rack run counts on this page are computed from the stored 60x100 record and this platform's planning module for the distribution center category.
Height
Interior height for a 60x100 distribution center
Across a 60-foot span the 3:12 pitch adds 7.5 feet between eave and ridge. The centreline measures 25.5 feet; anything parked or stacked near a wall lives with the 18-foot eave. Two feet of spare width reads as nothing on a plan and as a great deal when a machine is being turned.
Height on a 60 ft span is a separate decision from the 100 ft length, and it is the span that sets the frame's behavior. Raising the eave over 6,000 sq ft affects every bay along the 100 ft dimension, so the test is whether rack run layout genuinely needs the extra clear height or only the floor area.
Clear height below purlins, bracing and lighting is lower than the eave height. The usable figure comes from the manufacturer's framing for the selected building.
Usable area
How the 6,000 square feet divides at 60x100
Computed rack run fit for a 60x100 distribution center
| Measure | Computed at this footprint |
|---|---|
| Rack runs across the 60-foot width | 6 at a 9-foot module |
| Leftover width | 6 ft (600 sq ft as a full-length strip) |
| Rows along the 100-foot length | 2 at a 42-foot module after 15 ft of circulation |
| Leftover depth | 1 ft (60 sq ft across the width) |
| Total rack runs | 12 |
| Share of floor committed | 76% |
Module footprint used here is 9 by 42 feet, this platform's planning module for a distribution center. It is not a code minimum or an engineered clearance.
Example allocation of the 100-foot length — planning model, not survey data
| Zone | Length along the building | Computed area |
|---|---|---|
| Storage or unit area | 68 ft | 4,080 sq ft |
| Aisles and access | 24 ft | 1,440 sq ft |
| Office and utility | 8 ft | 480 sq ft |
Shares applied to the stored 100-foot length; areas computed against the 60-foot width.
Module footprints and allocation shares come from this platform's use typology and are published as example planning models. They are not recommendations and do not describe a majority of projects.
Allocation
Dividing the floor for a storage-forward building where goods dwell before moving
The handling pattern this floor could equally be run as is a cross-dock floor where goods are sorted rather than stored: there is no marshalling depth, so goods are broken down in the lanes and the second face waits for the first. Long rack runs take the depth and a working strip takes the front. Placing the working strip at the far end is the arrangement that makes every trip a round trip.
The 1-foot leftover depth falls under the 12 feet this platform treats as usable for a distribution center, so there is no consolidation bay, so reorganisation happens in the live aisles and picking stops around it. Storage expands until it meets a wall, so give it a wall on purpose.
The 6 feet of spare width runs the whole 100-foot length — 600 square feet of wall strip. It earns its keep as shelving, staging or a walking route, not as another rack run. Judge the plan by what has to happen on the worst day of the year, not on an average one.
Movement is infrequent per item but constant in aggregate, so the aisles are lightly but continuously used. That pattern tolerates narrow aisles better than a high-throughput floor would. Charging and parking provision for handling equipment is routinely omitted at the planning stage. That movement pattern, not the 6,000-square-foot total, is what decides whether the leftover 1 feet is useful here.
Openings
Openings for 6 rack runs across
One opening per position works on this gable: 6 across 60 feet, with 6 feet of wall to distribute as piers. Splitting that margin evenly is what keeps the elevation buildable. The plan is only as good as the route into it, which is a site question rather than a building one.
The 60 ft ends and the 100 ft sides offer very different opening budgets: 60 ft of end wall has room for one wide opening or two modest ones, while 100 ft of side wall can carry several without the openings competing. On this plan the deciding factor is whether rack run layout or slow-moving stock planning should be the first thing reached from the door.
Dock-height handling at fixed positions, with staging depth in front of every dock that cannot be borrowed for storage.
Framed-opening sizes, headers and the structure around them are engineered for the specific building. Confirm every opening with the door supplier and the building manufacturer before ordering.
Configurations
Configuring 12 rack runs at 60x100
At 25-foot nominal bays the structure works with the layout instead of against it: one rack run per bay line, walls free of awkward half-positions. Rows that cannot be entered independently end up used as one long space.
With 2 rows deep, the rear row is behind the front one. Without a route past it, those rack runs become storage positions rather than working ones — the real cost of depth at this width. Circulation width is the first thing surrendered under pressure and the first thing missed afterwards.
This floor extends by adding runs at the same orientation. Reorienting racking in an extension creates two operations in one building.
Configured as a storage-forward building where goods dwell before moving, 60x100 is judged on whether the 12 rack runs it holds match the operation, and on whether the 6 feet of spare width leaves the route this mode depends on.
- Does the work need four lanes across, or two lanes flanking an interior work hall, or does it need a second lane that this 60-foot span cannot give?
- Is the 100-foot length being bought for depth, or for the repeated bays — eight to ten repeated bays, which makes the layout a scheduling problem as much as a spatial one?
- How many docks does the throughput need, and does the yard support them?
- Is the staging depth in front of the docks protected from becoming storage?
Bay division shown here is a planning module computed from the stored length. Actual bay spacing is set by the manufacturer's frame design for the building.
Comparison
What changes at adjacent footprints
Computed comparison of nearby footprints for a distribution center
| Footprint | Floor area | Rack runs |
|---|---|---|
| 30x80 | 2,400 sq ft | 3 (3 x 1) |
| 40x60 | 2,400 sq ft | 4 (4 x 1) |
| 50x50 | 2,500 sq ft | 5 (5 x 1) |
| 40x70 | 2,800 sq ft | 4 (4 x 1) |
| 30x100 | 3,000 sq ft | 6 (3 x 2) |
Areas computed from each stored size record; rack run counts computed with the same 9 by 42 foot planning module.
- 30x80 moves the count from 12 to 3 rack runs (3 across by 1 deep), which is the reason to choose between them.
- 40x60 moves the count from 12 to 4 rack runs (4 across by 1 deep), which is the reason to choose between them.
- 50x50 moves the count from 12 to 5 rack runs (5 across by 1 deep), which is the reason to choose between them.
Nearby footprints read for a distribution center: exact change in area and in planning rack runs
| Footprint | Area Δ | % Δ | Rack runs at that footprint | What changes for this use |
|---|---|---|---|---|
| 80x80 | +400 sq ft | +6.7% | 8 (8 x 1) | −4 rack runs on the same planning module. |
| 50x100 | −1,000 sq ft | −16.7% | 10 (5 x 2) | −2 rack runs on the same planning module. |
| 60x120 | +1,200 sq ft | +20% | 15 (5 x 3) | +3 rack runs on the same planning module. |
| 60x80 | −1,200 sq ft | −20% | 6 (6 x 1) | −6 rack runs on the same planning module. |
Areas are arithmetic on two stored size records; rack run counts use this platform's 9 by 42 foot planning module and are not a capacity statement.
Because this footprint is planned as a storage-forward building where goods dwell before moving, the useful next reads are different from the ones a differently shaped distribution center suggests: rack run layout, slow-moving stock planning, consolidation bay planning.
Visualization
Reading the 60x100 footprint as a distribution center
FAQ
Questions about 60x100 distribution center projects
Capacity grows by adding dock frontage and clear height; adding depth without docks just adds storage Practically, the 100-foot dimension is the one that extends; the 60-foot span is fixed once the frames are set.
Reserving 15 ft across the 60 ft dimension for movement leaves 45 ft of working width, which takes 5 rack runs at 9 ft. Along 100 ft it takes 2 runs at 42 ft. That is 10 positions out of 6,000 sq ft, and the remainder is circulation, walls and the margin every plan needs. Whether that count is enough depends on how much of this floor is genuinely working, and how much is stock that has not moved this quarter. These are planning figures computed from the footprint, not a quoted layout.
Not enough for a planned room at this footprint: there is no consolidation bay, so reorganisation happens in the live aisles and picking stops around it.
Only where the handling equipment reaches it safely and the racking system is rated for it, both of which are confirmed with the suppliers for the specific installation.
It depends on racking height plus the lift's reach and the clearance above the top pallet. The stored configuration computes to 25.5 feet at the ridge, but the eave is the number that governs anything standing near a wall.
Methodology
How this page was produced
Sources and methodology
Find Steel Buildings dimensional records
Find Steel Buildings · Primary platform dataset · Tier 1 — code authority, standards body, primary dataset or manufacturer engineering
Supports: Stored nominal width, length, eave height, roof pitch and slab thickness for this subject.
International Building Code and International Residential Code
International Code Council · Model code · Tier 1 — code authority, standards body, primary dataset or manufacturer engineering
Supports: The framework of adopted codes and local amendments that decides permitting, separation and opening requirements. Cited as the governing framework, never as a local requirement.
- Dimensional figures: Width, length, eave height, roof pitch and nominal slab thickness come from this platform's stored record for the subject. Floor area, perimeter, wall area, roof area, ridge height and slab volume are computed from those inputs rather than transcribed.
- Rack run fit: Counts, leftover strips and per-module areas are computed from the stored 60x100 record against this platform's 9 by 42 foot planning module for the distribution center category, with 15 feet allowed for circulation. The module is editorial planning typology, not a code minimum or an engineered clearance.
- Allocation model: Zone shares come from this platform's use typology for storage and warehousing and are applied arithmetically to the stored 100-foot length.
- Allocation and layout models: Layout splits are arithmetic on the stored footprint, published as example allocation models. They are not survey findings and do not describe what buyers most often choose.
- Clearance and opening guidance: Clearance and opening statements are planning guidance. Final dimensions depend on the selected door system, header detail and the manufacturer's engineering for the building.
Methodology notes
- Prices: No price figure appears on this page. Cost data is published on this platform only with a documented inclusion basis, a collection date and a named source.
Cost drivers
Quantities that move the estimate at 60x100
Quantities, not prices, are publishable here: roof cladding runs 6,185 square feet — 3% above the 6,000-square-foot floor at a 3:12 pitch — with 111.1 cubic yards of nominal slab beneath it. Whoever operates the building daily should read the plan before it is frozen, because they know where the pinch points are.
Racking is the dominant line, and the racking layout, not the building, decides how much the building holds.
- the number of dock openings and their equipment
- clear height for racking
- floor area committed to staging rather than storage
- yard area for trailer manoeuvring
Drawn to scale
Plans and dimensions
Every drawing below is generated from the exact dimensions for this building, so proportions and areas are accurate.
Compare 60x100 distribution center configurations
Review the allocation models for this footprint side by side, then estimate the configuration you intend to build.