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New York City · Through Local Law 2026/135 (enacted August 31, 2026)

N.Y.C. Admin. Code § BC 506: Section BC 506: Building Area Modifications

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Where this section sits in the code
  1. New York City Administrative Code
  2. Title 28
  3. Chapter 7: New York City Building Code

506.1 General.

The floor area of a building shall be determined based on the type of construction, occupancy classification, whether there is an automatic sprinkler system installed throughout the building and the amount of building frontage on public way or open space.

506.1.1 Unlimited area buildings.

Unlimited area buildings shall be designed in accordance with Section 507.

506.1.2 Special provisions.

The special provisions of Section 510 permit the use of special conditions that are exempt from, or modify, the specific requirements of this chapter regarding the allowable areas of buildings based on the occupancy classification and type of construction, provided the special condition complies with the provisions specified in Section 510.

506.1.3 Basement and cellar.

A single basement or cellar need not be included in the total allowable building area, provided such basement or cellar does not exceed the area permitted for a building with no more than one story above grade plane.

506.2 Allowable area determination.

The allowable area of a building shall be determined in accordance with the applicable provisions of Sections 506.2.1 through 506.2.4, and Section 506.3.

Table 506.2

a

Allowable Area Factor (

A

t

= NS, S1, S13D, S13R, or SM, as applicable) in Square Feet

Occupancy Classification

See Footnotes

Type of Construction

Type I

Type II

Type III

Type IV

i

Type V

A

B

A

B

A

B

HT

A

B

A-1

NS

b, c

UL

UL

17,500

10,500

14,700

5,600

15,000

8,400

5,500

S1

UL

UL

52,500

31,500

44,100

16,800

45,000

25,200

16,500

SM

UL

UL

35,000

21,000

29,400

11,200

30,000

16,800

11,000

A-2

NS

b, c

UL

UL

17,500

9,500

14,000

5,600

15,000

8,400

5,500

S1

UL

UL

52,500

28,500

42,000

16,800

45,000

25,200

16,500

SM

UL

UL

35,000

19,000

28,000

11,200

30,000

16,800

11,000

A-3

NS

b, c

UL

UL

17,500

9,500

14,000

5,600

15,000

8,400

5,500

S1

UL

UL

52,500

28,500

42,000

16,800

45,000

25,200

16,500

SM

UL

UL

35,000

19,000

28,000

11,200

30,000

16,800

11,000

A-4

NS

b, c

UL

UL

17,500

9,500

14,000

5,600

15,000

8,400

5,500

S1

UL

UL

52,500

28,500

42,000

16,800

45000

25,200

16,500

SM

UL

UL

35,000

19,000

28,000

11,200

30,000

16,800

11,000

A-5

NS

b, c

UL

UL

UL

UL

UL

UL

UL

UL

UL

S1

SM

B

NS

b, c

UL

UL

37,500

10,500

28,500

5,600

36,000

8,400

5,500

S1

UL

UL

112,500

31,500

85,500

16,800

108,000

25,200

16,500

SM

UL

UL

75,000

21,000

57,000

11,200

72,000

16,800

11,000

E

NS

b, c

UL

UL

26,000

10,500

23,500

5,600

25,500

8,400

5,500

S1

UL

UL

78,000

31,500

70,500

16,800

76,500

25,200

16,500

SM

UL

UL

52,000

21,000

47,000

11,200

51,000

16,800

11,000

F-1

NS

b, c

UL

UL

12,500

7,500

7,500

3,000

10,000

3,000

1,000

S1

UL

UL

37,500

22,500

22,500

9,000

30,000

9,000

3,000

SM

UL

UL

25,000

15,000

15,000

6,000

20,000

6,000

2,000

F-2

NS

b, c

UL

UL

37,500

10,500

28,500

5,600

30,000

8,400

5,500

S1

UL

UL

112,500

31,500

85,500

16,800

90,000

25,200

16,500

SM

UL

UL

75,000

21,000

57,000

11,200

60,000

16,800

11,000

H-1

NS

b, c

21,000

16,500

11,000

7,500

9,500

7,000

10,500

7,500

NP

S1

H-2

f

NS

b, c

21,000

16,500

11,000

7,500

9,500

7,000

10,500

7,500

3,000

S1

SM

H-3

f

NS

b, c

UL

60,000

26,500

14,000

17,500

13,000

25,000

10,000

5,000

S1

SM

H-4

NS

b, c

UL

UL

37,500

17,500

28,500

17,500

36,000

18,000

6,500

S1

UL

UL

112,500

52,500

85,500

52,500

108,000

54,000

19,500

SM

UL

UL

75,000

35,000

57,000

35,000

72,000

36,000

13,000

H-5

NS

b, c

UL

UL

37,500

23,000

28,500

19,000

36,000

18,000

9,000

S1

UL

UL

112,500

69,000

85,500

57,000

108,000

54,000

27,000

SM

UL

UL

75,000

46,000

57,000

38,000

72,000

36,000

18,000

I-1

NS

b, c

UL

UL

19,000

NP

16,500

5,600

18,000

NP

NP

S13D

UL

UL

19,000

NP

16,500

5,600

18,000

NP

NP

S1

UL

UL

57,000

49,500

16,800

54,000

NP

NP

SM

UL

UL

38,000

NP

33,000

11,200

36,000

NP

NP

I-2

NS

b, c

UL

UL

7,000

3,500

5,000

1,200

6,500

2,000

NP

S1

UL

UL

21,000

10,500

15,000

3,600

19,500

6,000

NP

SM

UL

UL

14,000

7,000

10,000

2,400

13,000

4,000

NP

I-3

NS

b, c

UL

UL

7,000

3,500

5,000

1,200

6,500

2,000

NP

S1

UL

UL

21,000

10,500

15,000

3,600

19,500

6,000

NP

SM

UL

UL

14,000

7,000

10,000

2,400

13,000

4,000

NP

I-4

NS

b, c

UL

UL

26,500

9,500

23,500

5,600

25,500

8,400

5,500

S1

UL

UL

79,500

28,500

70,500

16,800

76,500

25,200

16,500

SM

UL

UL

53,000

19,000

47,000

11,200

51,000

16,800

11,000

M

NS

b, c

UL

UL

21,500

7,500

18,500

5,600

14,000

8,400

5,500

S1

UL

UL

64,500

22,500

55,500

16,800

42,000

25,200

16,500

SM

UL

UL

43,000

15,000

37,000

11,200

28,000

16,800

11,000

R-1

NS

b, c

UL

UL

UL

NP

24,000

NP

20,500

NP

NP

S13R

S1

UL

UL

UL

NP

72,000

NP

61,500

NP

NP

SM

UL

UL

UL

NP

48,000

NP

41,000

NP

NP

R-2

NS

b, c

UL

UL

UL

NP

24,000

5,600

20,500

NP

NP

S13R

S1

UL

UL

UL

NP

72,000

16,800

61,500

NP

NP

SM

UL

UL

UL

NP

48,000

11,200

41,000

NP

NP

R-3

NS

b, c

UL

UL

17,500

10,500

14,700

5,600

30,000

8,400

g, h

5,500

g

S13D

5,600

S13R

S1

UL

UL

52,500

31,500

44,100

16,800

90,000

8,400

g, h

5,500

g

SM

UL

UL

35,000

21,000

29,400

11,200

60,000

S-1

NS

b, c

UL

48,000

12,000

7,500

7,500

7,500

7,500

5,000

1,000

S1

UL

144,000

36,000

22,500

22,500

22,500

22,500

15,000

3,000

SM

UL

96,000

24,000

15,000

15,000

15,000

15,000

10,000

2,000

S-2

d, e

NS

b, c

UL

UL

15,000

10,000

10,000

8,500

10,000

8,400

5,500

S1

UL

UL

45,000

30,000

30,000

25,500

30,000

25,200

16,500

SM

UL

UL

30,000

20,000

20,000

17,000

20,000

16,800

11,000

U

e

NS

b, c

UL

35,000

19,000

8,500

14,000

8,500

18,000

9,000

5,500

S1

UL

105,000

57,000

25,500

42,000

25,500

54,000

27,000

16,500

SM

UL

70,000

38,000

17,000

28,000

17,000

36,000

18,000

11,000

= Not permitted in Fire District

= Not permitted in Fire District without sprinklers

Note: UL = Unlimited; NP = Not permitted.

For SI: 1 square foot = 0.0929 m

2

.

NS = Buildings not equipped throughout with an automatic sprinkler system; S1 = Buildings a maximum of one story above grade plane equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1; SM = Buildings two or more stories above grade plane equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1; S13R = Buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.2; S13D = Buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.3.

a. See the following sections for general exceptions to Table 506.2.

1. See Chapters 4 and 5 for specific exceptions to the allowable height in this chapter.

2. Section 506.3, Allowable area increase due to frontage.

3. Section 507, Unlimited area building.

b. See Section 903.2 for the minimum thresholds for protection by an automatic sprinkler system for specific occupancies.

c. The NS value is only for use in buildings not required by this code to be equipped throughout with an automatic sprinkler system.

d. For open parking structures, see Section 406.5.

e. For private garages, see Section 406.3.

f. See Section 415.8 for limitations.

g. See Exception 9 of Section D105.1 for allowances of Type VA and VB construction for R-3 occupancies.

h. See Exception 12 of Section D105.1 for allowances of Type VA construction for R-3 occupancies in Lower Density Growth Management Areas.

i. Type IV construction utilizing cross-laminated timber or structural composite lumber shall be sprinklered where required by Section 903.2.13.

506.2.1 Single-occupancy, one-story buildings.

The allowable area of a single-occupancy building with no more than one story above grade plane shall be determined in accordance with Equation 5-1:

A

a

= A

t

+ (NS × I

f

)

(Equation 5-1)

where:

A

a

= Allowable area (square feet).

A

t

= Tabular allowable area factor (NS, S1, S13D or S13R value, as applicable) in accordance with Table 506.2.

NS

= Tabular allowable area factor in accordance with Table 506.2 for nonsprinklered building (regardless of whether the building is sprinklered).

I

f

= Area increase factor due to frontage (percent) as calculated in accordance with Section 506.3.

506.2.2 Mixed-occupancy, one-story buildings.

The allowable area of a mixed-occupancy building with no more than one story above grade plane shall be determined in accordance with the applicable provisions of Section 508.1 based on Equation 5-1 for each applicable occupancy.

506.2.2.1 Group H-2 or H-3 mixed occupancies.

For a building containing Group H-2 or H-3 occupancies, the allowable area shall be determined in accordance with Section 508.4.2, with the sprinkler system increase applicable only to the portions of the building not classified as Group H-2 or H-3.

506.2.3 Single-occupancy, multistory buildings.

The allowable area of a single-occupancy building with more than one story above grade plane shall be determined in accordance with Equation 5-2:

A

a

= [A

t

+ (NS × I

f

)] × S

a

(Equation 5-2)

where:

A

a

= Allowable area (square feet).

A

t

= Tabular allowable area factor (NS, S13D, S13R or SM value, as applicable) in accordance with Table 506.2.

NS

= Tabular allowable area factor in accordance with Table 506.2 for a nonsprinklered building (regardless of whether the building is sprinklered).

I

f

Area factor increase due to frontage (percent) as calculated in accordance with Section 506.3.

S

a

Actual number of building stories above grade plane, not to exceed three. For buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.2, use the actual number of building stories above grade plane, not to exceed four.

No individual story shall exceed the allowable area (Aa) as determined by Equation 5-2 using the value of S

a

= 1.

506.2.4 Mixed-occupancy, multistory buildings.

Each story of a mixed-occupancy building with more than one story above grade plane shall individually comply with the applicable requirements of Section 508.1. For buildings with more than three stories above grade plane, the total building area shall be such that the aggregate sum of the ratios of the actual area of each story divided by the allowable area of such stories, determined in accordance with Equation 5-3 based on the applicable provisions of Section 508.1, shall not exceed three.

A

a

= [A

t

+ (NS × I

f

)]

(Equation 5-3)

where:

A

a

= Allowable area (square feet).

A

t

= Tabular allowable area factor (NS, S13D, S13R or SM value, as applicable) in accordance with Table 506.2.

NS

= Tabular allowable area factor in accordance with Table 506.2 for a nonsprinklered building (regardless of whether the building is sprinklered).

I

f

= Area factor increase due to frontage (percent) as calculated in accordance with Section 506.3.

Exception: For buildings designed as separated occupancies under Section 508.4 and equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.2, the total building area shall be such that the aggregate sum of the ratios of the actual area of each story divided by the allowable area of such stories determined in accordance with Equation 5-3 based on the applicable provisions of Section 508.1, shall not exceed four.

506.2.4.1 Group H-2 or H-3 mixed occupancies.

For a building containing Group H-2 or H-3 occupancies, the allowable area shall be determined in accordance with Section 508.4.2, with the sprinkler system increase applicable only to the portions of the building not classified as Group H-2 or H-3.

506.3 Frontage increase.

Area factor increase shall be determined in accordance with Sections 506.3.1 through 506.3.3.

506.3.1 Minimum percentage of perimeter.

To qualify for an area factor increase based on frontage, a building shall have not less than 25 percent of its perimeter on a public way or open space. Such open space shall be either on the same zoning lot or dedicated for public use and shall be accessed from a street or approved fire lane.

506.3.2 Minimum frontage distance.

To qualify for an area factor increase based on frontage, the public way or open space adjacent to the building perimeter shall have a minimum distance (W) of 20 feet (6096 mm) measured at right angles from the building face to any of the following:

1. The closest interior tax lot line.

2. The entire width of a street, alley or public way.

3. The exterior face of an adjacent building on the same tax lot.

Where the value of W is greater than 30 feet (9144 mm), a value of 30 feet (9144 mm) shall be used in calculating the building area increase based on frontage, regardless of the actual width of the public way or open space. Where the value of W varies along the perimeter of the building, the calculation performed in accordance with Equation 5-5 shall be based on the weighted average calculated in accordance with Equation 5-4.

W = (L

1

× w

1

+ L

2

× w

2

+ L

3

× w

3

…)/F

(Equation 5-4)

where:

W

= (Width: weighted average) = Calculated width of public way or open space (feet).

L

n

= Length of a portion of the exterior perimeter wall.

w

n

= Width (³ 20 feet) of a public way or open space associated with that portion of the exterior perimeter wall.

F

= Building perimeter that fronts on a public way or open space having a width of 20 feet (6096 mm) or more.

Exception: Where a building meets the requirements of Section 507, as applicable, except for compliance with the minimum 60-foot (18 288 mm) public way or yard requirement, and the value of W is greater than 30 feet (9144 mm), the value of W shall not exceed 60 feet (18 288 mm).

506.3.3 Amount of increase.

The area factor increase based on frontage shall be determined in accordance with Equation 5-5:

I

f

= (F/P - 0.25) W/30

(Equation 5-5)

where:

I

f

= Area increase factor due to frontage.

F

= Building perimeter that fronts on a public way or open space having minimum distance of 20 feet (6096 mm).

P

= Perimeter of entire building (feet).

W

= Width of public way or open space (feet) in accordance with Section 506.3.2.

Collected 2026-09-06T02:48:57Z. Source file · JSON

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