Building Types
60x100 Steel Restaurant Building
- 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 Restaurant Building May Be Used
Customer-facing area
Frontage, entry placement and glazing are planned with local requirements in mind.
Back-of-house
Storage and staff areas are commonly separated from the public floor.
Parking and approach
Site circulation often has more effect on the layout than the building itself.
Future fit-out
Clear-span interiors leave partition placement to the fit-out stage.
Configuration
How This Building Is Configured
Configuration summary
| Building type | Restaurant Building |
|---|---|
| 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 affects door options, storage height and how open the interior feels.
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 Restaurant Building
60′ × 80′
4,800 sq ft
60′ × 120′
7,200 sq ft
50′ × 100′
5,000 sq ft
Related
Related Building Types
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 restaurant building planned as full table service, where server routes decide the plan
This page is ordered around how far a server walks, because table service is a walking-distance problem before it is a seating one.
5 table zones fit across the 60-foot width with only 0 feet left over, which is a tight fit: the width is fully committed and nothing can be widened later without moving a wall.
Commitment first: 84% of the 6,000 square feet goes to table zones at 168 square feet each, and 360 square feet survives as edge strip. A footprint is worth its own decision when that split lands where the work does. Cleaning, maintenance and inspection all need reach, and reach is planned in the gaps rather than in the modules.
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 7 runs of table zones at 14 ft, leaving 2 ft over — the 2 ft is where the argument about this size actually happens. Taken purely as arithmetic, 60 by 100 gives 4 table zones across the 60 ft dimension once 10 ft is reserved for movement, and 7 deep along the 100 ft dimension. Run as a full table service, where server routes decide the plan, 2 ft across is below the 10 ft this use needs to be worth planning, so there are no service stations, so every small errand becomes a trip to the kitchen and across the dining room Occupant load, egress and accessibility are determined for the specific project by the design professional and the authority having jurisdiction.
At 60x100 the operating question is a specific one: how far does a server walk between a table and everything a table needs? That is a different question from the one a restaurant building of another shape has to answer, and it is why this footprint is planned as full table service, where server routes decide the plan rather than as generic covered area.
Areas, perimeter, roof area, ridge height, slab volume and the table zone counts on this page are computed from the stored 60x100 record and this platform's planning module for the restaurant building category.
Allocation
Dividing the floor for full table service, where server routes decide the plan
The service model this floor could equally be operated under is a room reconfigured for events rather than laid out for covers: there is no furniture store adjacent, so tables and chairs are moved to another building every time the layout changes. Dining sections with a station each, a kitchen route along an edge, and waiting space at the entrance that is not part of the dining room.
The 6-foot leftover depth falls under the 10 feet this platform treats as usable for a restaurant building, so there are no service stations, so every small errand becomes a trip to the kitchen and across the dining room. A building that cannot be reversed out of is a building that gets used in one direction only.
Only 0 feet of width is spare, so there is no wall strip: anything set along a sidewall comes out of a table zone's clearance. Noise from this floor reaches the office, the neighbours and the yard, and separation is a plan decision.
Spent as a square 77 by 77 instead, the same 6,000 sq ft would stand 5 table zones across rather than 4, and would trade this plan's length for parallel access. That is the width-against-depth decision this footprint has already made. Compared with a 60 by 80 of the same width, the extra depth here adds run rather than reach: it buys about 7 table zones in line, and every position past the second is retrieved by moving what stands in front of it. At this size the building becomes a shared resource, and shared resources need a written rule for who parks where and which door is kept clear. The pattern is table to kitchen and back, dozens of times an hour. Anything that lengthens that route lengthens every service of every evening. Kitchen sizing follows the menu and intended output rather than the dining area. That movement pattern, not the 6,000-square-foot total, is what decides whether the leftover 6 feet is useful here.
Configurations
Configuring 30 table zones at 60x100
Nominal bay division computes to 4 bays at about 25 feet, wider than the 12-foot module — so a position can sit inside a bay without a frame line splitting it. Temperature swing on a steel shell drives condensation decisions that outrank most layout preferences.
With 6 rows deep, the rear row is behind the front one. Without a route past it, those table zones become storage positions rather than working ones — the real cost of depth at this width. The count of working positions, not the headline area, is the figure that survives contact with the operation.
A dining room can be extended more easily than a kitchen can, which means the kitchen is sized for the eventual room rather than the first one.
Configured as full table service, where server routes decide the plan, 60x100 is judged on whether the 30 table zones it holds match the operation, and on whether the 0 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 deep is the kitchen, and what does the dining room get from what remains?
- Where does extraction run, and does that set the building height?
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.
Usable area
How the 6,000 square feet divides at 60x100
Computed table zone fit for a 60x100 restaurant building
| Measure | Computed at this footprint |
|---|---|
| Table zones across the 60-foot width | 5 at a 12-foot module |
| Leftover width | 0 ft (0 sq ft as a full-length strip) |
| Rows along the 100-foot length | 6 at a 14-foot module after 10 ft of circulation |
| Leftover depth | 6 ft (360 sq ft across the width) |
| Total table zones | 30 |
| Share of floor committed | 84% |
Module footprint used here is 12 by 14 feet, this platform's planning module for a restaurant building. 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 |
|---|---|---|
| Primary operating area | 60 ft | 3,600 sq ft |
| Customer or staff area | 22 ft | 1,320 sq ft |
| Back of house and utility | 18 ft | 1,080 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.
Openings
Openings for 5 table zones across
Openings are the pinch point here. With 0 feet of spare width the gable cannot host 5 separate doors, so access is either shared or moved to the 100-foot sidewall. Set the openings before the interior, because the openings cannot move and the interior can.
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 table service layout or server sections and stations should be the first thing reached from the door.
Deliveries arrive at a rear door straight into storage, because stock crossing a dining room is not workable.
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.
Height
Interior height for a 60x100 restaurant building
The stored configuration carries a 18-foot eave and computes to 25.5 feet at the ridge on a 3:12 pitch — a 7.5-foot rise across 60 feet. Height is therefore not uniform, and the sidewall is the constraint. Access, not area, is what makes a plan feel small once it is in use.
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 table service layout genuinely needs the extra clear height or only the floor area.
Ventilation across 6,000 square feet at this height: kitchen extraction and dining-room make-up air are a single system decision, and the most consequential one in the building.
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.
Comparison
What changes at adjacent footprints
Computed comparison of nearby footprints for a restaurant building
| Footprint | Floor area | Table zones |
|---|---|---|
| 30x80 | 2,400 sq ft | 8 (2 x 4) |
| 40x60 | 2,400 sq ft | 9 (3 x 3) |
| 50x50 | 2,500 sq ft | 8 (4 x 2) |
| 40x70 | 2,800 sq ft | 12 (3 x 4) |
| 30x100 | 3,000 sq ft | 10 (2 x 5) |
Areas computed from each stored size record; table zone counts computed with the same 12 by 14 foot planning module.
- 30x80 moves the count from 30 to 8 table zones (2 across by 4 deep), which is the reason to choose between them.
- 40x60 moves the count from 30 to 9 table zones (3 across by 3 deep), which is the reason to choose between them.
- 50x50 moves the count from 30 to 8 table zones (4 across by 2 deep), which is the reason to choose between them.
Nearby footprints read for a restaurant building: exact change in area and in planning table zones
| Footprint | Area Δ | % Δ | Table zones at that footprint | What changes for this use |
|---|---|---|---|---|
| 80x80 | +400 sq ft | +6.7% | 15 (5 x 3) | −15 table zones on the same planning module. |
| 50x100 | −1,000 sq ft | −16.7% | 12 (3 x 4) | −18 table zones on the same planning module. |
| 60x120 | +1,200 sq ft | +20% | 54 (6 x 9) | +24 table zones on the same planning module. |
| 60x80 | −1,200 sq ft | −20% | 36 (6 x 6) | +6 table zones on the same planning module. |
Areas are arithmetic on two stored size records; table zone counts use this platform's 12 by 14 foot planning module and are not a capacity statement.
Because this footprint is planned as full table service, where server routes decide the plan, the useful next reads are different from the ones a differently shaped restaurant building suggests: table service layout, server sections and stations, kitchen route.
Visualization
Reading the 60x100 footprint as a restaurant building
FAQ
Questions about 60x100 restaurant building projects
It depends on the extraction canopy and its ductwork above the cooking line. The stored configuration computes to 25.5 feet at the ridge, but the eave is the number that governs anything standing near a wall.
Reserving 10 ft across the 60 ft dimension for movement leaves 50 ft of working width, which takes 4 table zones at 12 ft. Along 100 ft it takes 7 runs at 14 ft. That is 28 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 far does a server walk between a table and everything a table needs. These are planning figures computed from the footprint, not a quoted layout.
5 table zones fit across the 60-foot width with only 0 feet left over, which is a tight fit: the width is fully committed and nothing can be widened later without moving a wall. Those counts use a 12 by 14 foot planning module with 10 feet allowed for circulation, so a different module changes the answer.
Along an edge rather than through the room, so service traffic does not cross the guest experience on every plate.
A 6-inch slab across 6,000 square feet computes to 111.1 cubic yards before thickened edges, piers or waste. The final design comes from the foundation engineer.
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.
- Table zone fit: Counts, leftover strips and per-module areas are computed from the stored 60x100 record against this platform's 12 by 14 foot planning module for the restaurant building category, with 10 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 commercial and customer-facing operations 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
The estimate at 60x100 moves with four computed quantities: 6,000 square feet of floor, 320 feet of perimeter, 5,760 square feet of wall and 6,185 square feet of roof. Everything else is site and specification. Where the building sits on the site changes how much of this floor is genuinely reachable.
Kitchen, ventilation and restrooms carry the fixed cost; the dining fit-out is the visible one. The kitchen decides what can be served and is the hardest to change.
- kitchen extraction and make-up air
- the equipment schedule and the services it requires
- restroom and dining-room fit-out
- front-of-house appearance and site work
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 restaurant building configurations
Review the allocation models for this footprint side by side, then estimate the configuration you intend to build.