BUILDING REGULATIONS
OCCUPANCY CLASSIFICATION | TYPE OF CONSTRUCTION | ||||||||||||
See Footnotes | Type I | Type II | Type III | Type IV | Type V | ||||||||
A | B | A | B | A | B | A | B | C | HT | A | B | ||
OCCUPANCY CLASSIFICATION | TYPE OF CONSTRUCTION | ||||||||||||
See Footnotes | Type I | Type II | Type III | Type IV | Type V | ||||||||
A | B | A | B | A | B | A | B | C | HT | A | B | ||
A, B, E, F, M, S, U | NSb | UL | 160 | 65 | 55 | 65 | 55 | 65 | 65 | 65 | 65 | 50 | 40 |
S | UL | 180 | 85 | 75 | 85 | 75 | 270 | 180 | 85 | 85 | 70 | 60 | |
H-1, H-2, H-3, H-5 | NSc, d | UL | 160 | 65 | 55 | 65 | 55 | 120 | 90 | 65 | 65 | 50 | 40 |
S | |||||||||||||
H-4 | NSc, d | UL | 160 | 65 | 55 | 65 | 55 | 65 | 65 | 65 | 65 | 50 | 40 |
S | UL | 180 | 85 | 75 | 85 | 75 | 140 | 100 | 85 | 85 | 70 | 60 | |
I-1 Condition 1, I-3 | NSd, e | UL | 160 | 65 | 55 | 65 | 55 | 65 | 65 | 65 | 65 | 50 | 40 |
S | UL | 180 | 85 | 75 | 85 | 75 | 180 | 120 | 85 | 85 | 70 | 60 | |
I-1 Condition 2, I-2 | NSd, e, f | UL | 160 | 65 | 55 | 65 | 55 | 65 | 65 | 65 | 65 | 50 | 40 |
S | UL | 180 | 85 | ||||||||||
I-4 | NSd, g | UL | 160 | 65 | 55 | 65 | 55 | 65 | 65 | 65 | 65 | 50 | 40 |
S | UL | 180 | 85 | 75 | 85 | 75 | 180 | 120 | 85 | 85 | 70 | 60 | |
Rh | NSd | UL | 160 | 65 | 55 | 65 | 55 | 65 | 65 | 65 | 65 | 50 | 40 |
S13D | 60 | 60 | 60 | 60 | 60 | 60 | 60 | 60 | 60 | 60 | 50 | 40 | |
S13R | 60 | 60 | 60 | 60 | 60 | 60 | 60 | 60 | 60 | 60 | 60 | 60 | |
S | UL | 180 | 85 | 75 | 85 | 75 | 270 | 180 | 85 | 85 | 70 | 60 | |
For SI: 1 foot = 304.8 mm. UL = Unlimited; NS = Buildings not equipped throughout with an automatic sprinkler system; S = Buildings 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 Chapters 4 and 5 for specific exceptions to the allowable height in this chapter. b. See Section 903.2 for the minimum thresholds for protection by an automatic sprinkler system for specific occupancies. c. New Group H occupancies are required to be protected by an automatic sprinkler system in accordance with Section 903.2.5. d. The NS value is only for use in evaluation of existing building height in accordance with the International Existing Building Code. e. New Group I-1 and I-3 occupancies are required to be protected by an automatic sprinkler system in accordance with Section 903.2.6. For new Group I-1 occupancies Condition 1, see Exception 1 of Section 903.2.6. f. New and existing Group I-2 occupancies are required to be protected by an automatic sprinkler system in accordance with Section 903.2.6 and Section 1103.5 of the International Fire Code. g. For new Group I-4 occupancies, see Exceptions 2 and 3 of Section 903.2.6. h. New Group R occupancies are required to be protected by an automatic sprinkler system in accordance with Section 903.2.8. | |||||||||||||
OCCUPANCY CLASSIFICATION | TYPE OF CONSTRUCTION | ||||||||||||
See Footnotes | Type I | Type II | Type III | Type IV | Type V | ||||||||
A | B | A | B | A | B | A | B | C | HT | A | B | ||
OCCUPANCY CLASSIFICATION | TYPE OF CONSTRUCTION | ||||||||||||
See Footnotes | Type I | Type II | Type III | Type IV | Type V | ||||||||
A | B | A | B | A | B | A | B | C | HT | A | B | ||
A-1 | NS | UL | 5 | 3 | 2 | 3 | 2 | 3 | 3 | 3 | 3 | 2 | 1 |
S | UL | 6 | 4 | 3 | 4 | 3 | 9 | 6 | 4 | 4 | 3 | 2 | |
A-2 | NS | UL | 11 | 3 | 2 | 3 | 2 | 3 | 3 | 3 | 3 | 2 | 1 |
S | UL | 12 | 4 | 3 | 4 | 3 | 18 | 12 | 6 | 4 | 3 | 2 | |
A-3 | NS | UL | 11 | 3 | 2 | 3 | 2 | 3 | 3 | 3 | 3 | 2 | 1 |
S | UL | 12 | 4 | 3 | 4 | 3 | 18 | 12 | 6 | 4 | 3 | 2 | |
A-4 | NS | UL | 11 | 3 | 2 | 3 | 2 | 3 | 3 | 3 | 3 | 2 | 1 |
S | UL | 12 | 4 | 3 | 4 | 3 | 18 | 12 | 6 | 4 | 3 | 2 | |
A-5 | NS | UL | UL | UL | UL | UL | UL | 1 | 1 | 1 | UL | UL | UL |
S | UL | UL | UL | UL | UL | UL | UL | UL | UL | UL | UL | UL | |
B | NS | UL | 11 | 5 | 3 | 5 | 3 | 5 | 5 | 5 | 5 | 3 | 2 |
S | UL | 12 | 6 | 4 | 6 | 4 | 18 | 12 | 9 | 6 | 4 | 3 | |
E | NS | UL | 5 | 3 | 2 | 3 | 2 | 3 | 3 | 3 | 3 | 1 | 1 |
S | UL | 6 | 4 | 3 | 4 | 3 | 9 | 6 | 4 | 4 | 2 | 2 | |
F-1 | NS | UL | 11 | 4 | 2 | 3 | 2 | 3 | 3 | 3 | 4 | 2 | 1 |
S | UL | 12 | 5 | 3 | 4 | 3 | 10 | 7 | 5 | 5 | 3 | 2 | |
F-2 | NS | UL | 11 | 5 | 3 | 4 | 3 | 5 | 5 | 5 | 5 | 3 | 2 |
S | UL | 12 | 6 | 4 | 5 | 4 | 12 | 8 | 6 | 6 | 4 | 3 | |
H-1 | NSc, d | 1 | 1 | 1 | 1 | 1 | 1 | NP | NP | NP | 1 | 1 | NP |
S | 1 | 1 | 1 | ||||||||||
H-2 | NSc, d | UL | 3 | 2 | 1 | 2 | 1 | 1 | 1 | 1 | 2 | 1 | 1 |
S | 2 | 2 | 2 | ||||||||||
H-3 | NSc, d | UL | 6 | 4 | 2 | 4 | 2 | 3 | 3 | 3 | 4 | 2 | 1 |
S | 4 | 4 | 4 | ||||||||||
H-4 | NSc, d | UL | 7 | 5 | 3 | 5 | 3 | 5 | 5 | 5 | 5 | 3 | 2 |
S | UL | 8 | 6 | 4 | 6 | 4 | 8 | 7 | 6 | 6 | 4 | 3 | |
H-5 | NSc, d | 4 | 4 | 3 | 3 | 3 | 3 | 2 | 2 | 2 | 3 | 3 | 2 |
S | 3 | 3 | 3 | ||||||||||
I-1 Condition 1 | NSd, e | UL | 9 | 4 | 3 | 4 | 3 | 4 | 4 | 4 | 4 | 3 | 2 |
S | UL | 10 | 5 | 4 | 5 | 4 | 10 | 7 | 5 | 5 | 4 | 3 | |
I-1 Condition 2 | NSd, e | UL | 9 | 4 | 3 | 4 | 3 | 3 | 3 | 3 | 4 | 3 | 2 |
S | UL | 10 | 5 | 10 | 6 | 4 | |||||||
I-2 | NSd, f | UL | 4 | 2 | 1 | 1 | NP | NP | NP | NP | 1 | 1 | NP |
S | UL | 5 | 3 | 7 | 5 | 1 | |||||||
I-3 | NSd, e | UL | 4 | 2 | 1 | 2 | 1 | 2 | 2 | 2 | 2 | 2 | 1 |
S | UL | 5 | 3 | 2 | 3 | 2 | 7 | 5 | 3 | 3 | 3 | 2 | |
I-4 | NSd, g | UL | 5 | 3 | 2 | 3 | 2 | 3 | 3 | 3 | 3 | 1 | 1 |
S | UL | 6 | 4 | 3 | 4 | 3 | 9 | 6 | 4 | 4 | 2 | 2 | |
M | NS | UL | 11 | 4 | 2 | 4 | 2 | 4 | 4 | 4 | 4 | 3 | 1 |
S | UL | 12 | 5 | 3 | 5 | 3 | 12 | 8 | 6 | 5 | 4 | 2 | |
R-1h | NSd | UL | 11 | 4 | 4 | 4 | 4 | 4 | 4 | 4 | 4 | 3 | 2 |
S13R | 4 | 4 | 4 | 3 | |||||||||
S | UL | 12 | 5 | 5 | 5 | 5 | 18 | 12 | 8 | 5 | 4 | 3 | |
R-2h | NSd | UL | 11 | 4 | 4 | 4 | 4 | 4 | 4 | 4 | 4 | 3 | 2 |
S13R | 4 | 4 | 4 | 4 | 3 | ||||||||
S | UL | 12 | 5 | 5 | 5 | 5 | 18 | 12 | 8 | 5 | 4 | 3 | |
R-3h | NSd | UL | 11 | 4 | 4 | 4 | 4 | 4 | 4 | 4 | 4 | 3 | 3 |
S13D | 4 | 4 | 3 | 3 | |||||||||
S13R | 4 | 4 | 4 | 4 | |||||||||
S | UL | 12 | 5 | 5 | 5 | 5 | 18 | 12 | 5 | 5 | 4 | 4 | |
R-4h | NSd | UL | 11 | 4 | 4 | 4 | 4 | 4 | 4 | 4 | 4 | 3 | 2 |
S13D | 4 | 4 | 3 | 2 | |||||||||
S13R | 4 | 4 | 4 | 3 | |||||||||
S | UL | 12 | 5 | 5 | 5 | 5 | 18 | 12 | 5 | 5 | 4 | 3 | |
S-1 | NS | UL | 11 | 4 | 2 | 3 | 2 | 4 | 4 | 4 | 4 | 3 | 1 |
S | UL | 12 | 5 | 4 | 4 | 4 | 10 | 7 | 5 | 5 | 4 | 2 | |
S-2 | NS | UL | 11 | 5 | 3 | 4 | 3 | 4 | 4 | 4 | 5 | 4 | 2 |
S | UL | 12 | 6 | 4 | 5 | 4 | 12 | 8 | 5 | 6 | 5 | 3 | |
U | NS | UL | 5 | 4 | 2 | 3 | 2 | 4 | 4 | 4 | 4 | 2 | 1 |
S | UL | 6 | 5 | 3 | 4 | 3 | 9 | 6 | 5 | 5 | 3 | 2 | |
UL = Unlimited; NP = Not Permitted; NS = Buildings not equipped throughout with an automatic sprinkler system; S = Buildings 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 Chapters 4 and 5 for specific exceptions to the allowable height in this chapter. b. See Section 903.2 for the minimum thresholds for protection by an automatic sprinkler system for specific occupancies. c. New Group H occupancies are required to be protected by an automatic sprinkler system in accordance with Section 903.2.5. d. The NS value is only for use in evaluation of existing building height in accordance with the International Existing Building Code. e. New Group I-1 and I-3 occupancies are required to be protected by an automatic sprinkler system in accordance with Section 903.2.6. For new Group I-1 occupancies, Condition 1, see Exception 1 of Section 903.2.6. f. New and existing Group I-2 occupancies are required to be protected by an automatic sprinkler system in accordance with Section 903.2.6 and 1103.5 of the International Fire Code. g. For new Group I-4 occupancies, see Exceptions 2 and 3 of Section 903.2.6. h. New Group R occupancies are required to be protected by an automatic sprinkler system in accordance with Section 903.2.8. | |||||||||||||
OCCUPANCY CLASSIFICATION | TYPE OF CONSTRUCTION | ||||||||||||
SEE FOOT- NOTES | Type I | Type II | Type III | Type IV | Type V | ||||||||
A | B | A | B | A | B | A | B | C | HT | A | B | ||
OCCUPANCY CLASSIFICATION | TYPE OF CONSTRUCTION | ||||||||||||
SEE FOOT- NOTES | Type I | Type II | Type III | Type IV | Type V | ||||||||
A | B | A | B | A | B | A | B | C | HT | A | B | ||
A-1 | NS | UL | UL | 15,500 | 8,500 | 14,000 | 8,500 | 45,000 | 30,000 | 18,750 | 15,000 | 11,500 | 5,500 |
S1 | UL | UL | 62,000 | 34,000 | 56,000 | 34,000 | 180,000 | 120,000 | 75,000 | 60,000 | 46,000 | 22,000 | |
SM | UL | UL | 46,500 | 25,500 | 42,000 | 25,500 | 135,000 | 90,000 | 56,250 | 45,000 | 34,500 | 16,500 | |
A-2 | NS | UL | UL | 15,500 | 9,500 | 14,000 | 9,500 | 45,000 | 30,000 | 18,750 | 15,000 | 11,500 | 6,000 |
S1 | UL | UL | 62,000 | 38,000 | 56,000 | 38,000 | 180,000 | 120,000 | 75,000 | 60,000 | 46,000 | 24,000 | |
SM | UL | UL | 46,500 | 28,500 | 42,000 | 28,500 | 135,000 | 90,000 | 56,250 | 45,000 | 34,500 | 18,000 | |
A-3 | NS | UL | UL | 15,500 | 9,500 | 14,000 | 9,500 | 45,000 | 30,000 | 18,750 | 15,000 | 11,500 | 6,000 |
S1 | UL | UL | 62,000 | 38,000 | 56,000 | 38,000 | 180,000 | 120,000 | 75,000 | 60,000 | 46,000 | 24,000 | |
SM | UL | UL | 46,500 | 28,500 | 42,000 | 28,500 | 135,000 | 90,000 | 56,250 | 45,000 | 34,500 | 18,000 | |
A-4 | NS | UL | UL | 15,500 | 9,500 | 14,000 | 9,500 | 45,000 | 30,000 | 18,750 | 15,000 | 11,500 | 6,000 |
S1 | UL | UL | 62,000 | 38,000 | 56,000 | 38,000 | 180,000 | 120,000 | 75,000 | 60,000 | 46,000 | 24,000 | |
SM | UL | UL | 46,500 | 28,500 | 42,000 | 28,500 | 135,000 | 90,000 | 56,250 | 45,000 | 34,500 | 18,000 | |
A-5 | NS | UL | UL | UL | UL | UL | UL | UL | UL | UL | UL | UL | UL |
S1 | |||||||||||||
SM | |||||||||||||
B | NS | UL | UL | 37,500 | 23,000 | 28,500 | 19,000 | 108,000 | 72,000 | 45,000 | 36,000 | 18,000 | 9,000 |
S1 | UL | UL | 150,000 | 92,000 | 114,000 | 76,000 | 432,000 | 288,000 | 180,000 | 144,000 | 72,000 | 36,000 | |
SM | UL | UL | 112,500 | 69,000 | 85,500 | 57,000 | 324,000 | 216,000 | 135,000 | 108,000 | 54,000 | 27,000 | |
E | NS | UL | UL | 26,500 | 14,500 | 23,500 | 14,500 | 76,500 | 51,000 | 31,875 | 25,500 | 18,500 | 9,500 |
S1 | UL | UL | 106,000 | 58,000 | 94,000 | 58,000 | 306,000 | 204,000 | 127,500 | 102,000 | 74,000 | 38,000 | |
SM | UL | UL | 79,500 | 43,500 | 70,500 | 43,500 | 229,500 | 153,000 | 95,625 | 76,500 | 55,500 | 28,500 | |
F-1 | NS | UL | UL | 25,000 | 15,500 | 19,000 | 12,000 | 100,500 | 67,000 | 41,875 | 33,500 | 14,000 | 8,500 |
S1 | UL | UL | 100,000 | 62,000 | 76,000 | 48,000 | 402,000 | 268,000 | 167,500 | 134,000 | 56,000 | 34,000 | |
SM | UL | UL | 75,000 | 46,500 | 57,000 | 36,000 | 301,500 | 201,000 | 125,625 | 100,500 | 42,000 | 25,500 | |
F-2 | NS | UL | UL | 37,500 | 23,000 | 28,500 | 18,000 | 151,500 | 101,000 | 63,125 | 50,500 | 21,000 | 13,000 |
S1 | UL | UL | 150,000 | 92,000 | 114,000 | 72,000 | 606,000 | 404,000 | 252,500 | 202,000 | 84,000 | 52,000 | |
SM | UL | UL | 112,500 | 69,000 | 85,500 | 54,000 | 454,500 | 303,000 | 189,375 | 151,500 | 63,000 | 39,000 | |
H-1 | NSc | 21,000 | 16,500 | 11,000 | 7,000 | 9,500 | 7,000 | 10,500 | 10,500 | 10,500 | 10,500 | 7,500 | NP |
S1 | |||||||||||||
H-2 | NSc | 21,000 | 16,500 | 11,000 | 7,000 | 9,500 | 7,000 | 10,500 | 10,500 | 10,500 | 10,500 | 7,500 | 3,000 |
S1 | |||||||||||||
SM | |||||||||||||
H-3 | NSc | UL | 60,000 | 26,500 | 14,000 | 17,500 | 13,000 | 25,500 | 25,500 | 25,500 | 25,500 | 10,000 | 5,000 |
S1 | |||||||||||||
SM | |||||||||||||
H-4 | NSc, d | UL | UL | 37,500 | 17,500 | 28,500 | 17,500 | 72,000 | 54,000 | 40,500 | 36,000 | 18,000 | 6,500 |
S1 | UL | UL | 150,000 | 70,000 | 114,000 | 70,000 | 288,000 | 216,000 | 162,000 | 144,000 | 72,000 | 26,000 | |
SM | UL | UL | 112,500 | 52,500 | 85,500 | 52,500 | 216,000 | 162,000 | 121,500 | 108,000 | 54,000 | 19,500 | |
H-5 | NSc, d | UL | UL | 37,500 | 23,000 | 28,500 | 19,000 | 72,000 | 54,000 | 40,500 | 36,000 | 18,000 | 9,000 |
S1 | UL | UL | 150,000 | 92,000 | 114,000 | 76,000 | 288,000 | 216,000 | 162,000 | 144,000 | 72,000 | 36,000 | |
SM | UL | UL | 112,500 | 69,000 | 85,500 | 57,000 | 216,000 | 162,000 | 121,500 | 108000 | 54,000 | 27,000 | |
I-1 | NSd, e | UL | 55,000 | 19,000 | 10,000 | 16,500 | 10,000 | 54,000 | 36,000 | 18,000 | 18,000 | 10,500 | 4,500 |
S1 | UL | 220,000 | 76,000 | 40,000 | 66,000 | 40,000 | 216,000 | 144,000 | 72,000 | 72,000 | 42,000 | 18,000 | |
SM | UL | 165,000 | 57,000 | 30,000 | 49,500 | 30,000 | 162,000 | 108,000 | 54,000 | 54,000 | 31,500 | 13,500 | |
I-2 | NSd, f | UL | UL | 15,000 | 11,000 | 12,000 | NP | 36,000 | 24,000 | 12,000 | 12,000 | 9,500 | NP |
S1 | UL | UL | 60,000 | 44,000 | 48,000 | NP | 144,000 | 96,000 | 48,000 | 48,000 | 38,000 | NP | |
SM | UL | UL | 45,000 | 33,000 | 36,000 | NP | 108,000 | 72,000 | 36,000 | 36,000 | 28,500 | NP | |
I-3 | NSd, e | UL | UL | 15,000 | 10,000 | 10,500 | 7,500 | 36,000 | 24,000 | 12,000 | 12,000 | 7,500 | 5,000 |
S1 | UL | UL | 60,000 | 40,000 | 42,000 | 30,000 | 144,000 | 96,000 | 48,000 | 48,000 | 30,000 | 20,000 | |
SM | UL | UL | 45,000 | 30,000 | 31,500 | 22,500 | 108,000 | 72,000 | 36,000 | 36,000 | 22,500 | 15,000 | |
I-4 | NSd, g | UL | 60,500 | 26,500 | 13,000 | 23,500 | 13,000 | 76,500 | 51,000 | 25,500 | 25,500 | 18,500 | 9,000 |
S1 | UL | 121,000 | 106,000 | 52,000 | 94,000 | 52,000 | 306,000 | 204,000 | 102,000 | 102,000 | 74,000 | 36,000 | |
SM | UL | 181,500 | 79,500 | 39,000 | 70,500 | 39,000 | 229,500 | 153,000 | 76,500 | 76,500 | 55,500 | 27,000 | |
M | NS | UL | UL | 21,500 | 12,500 | 18,500 | 12,500 | 61,500 | 41,000 | 26,625 | 20,500 | 14,000 | 9,000 |
S1 | UL | UL | 86,000 | 50,000 | 74,000 | 50,000 | 246,000 | 164,000 | 102,500 | 82,000 | 56,000 | 36,000 | |
SM | UL | UL | 64,500 | 37,500 | 55,500 | 37,500 | 184,500 | 123,000 | 76,875 | 61,500 | 42,000 | 27,000 | |
R-1h | NSd | UL | UL | 24,000 | 16,000 | 24,000 | 16,000 | 61,500 | 41,000 | 25,625 | 20,500 | 12,000 | 7,000 |
S13R | |||||||||||||
S1 | UL | UL | 96,000 | 64,000 | 96,000 | 64,000 | 246,000 | 164,000 | 102,500 | 82,000 | 48,000 | 28,000 | |
SM | UL | UL | 72,000 | 48,000 | 72,000 | 48,000 | 184,500 | 123,000 | 76,875 | 61,500 | 36,000 | 21,000 | |
R-2h | NSd | UL | UL | 24,000 | 16,000 | 24,000 | 16,000 | 61,500 | 41,000 | 25,625 | 20,500 | 12,000 | 7,000 |
S13R | |||||||||||||
S1 | UL | UL | 96,000 | 64,000 | 96,000 | 64,000 | 246,000 | 164,000 | 102,500 | 82,000 | 48,000 | 28,000 | |
SM | UL | UL | 72,000 | 48,000 | 72,000 | 48,000 | 184,500 | 123,000 | 76,875 | 61,500 | 36,000 | 21,000 | |
R-3h | NSd | UL | UL | UL | UL | UL | UL | UL | UL | UL | UL | UL | UL |
S13D | |||||||||||||
S13R | |||||||||||||
S1 | |||||||||||||
SM | |||||||||||||
R-4h | NSd | UL | UL | 24,000 | 16,000 | 24,000 | 16,000 | 61,500 | 41,000 | 25,625 | 20,500 | 12,000 | 7,000 |
S13D | |||||||||||||
S13R | |||||||||||||
S1 | UL | UL | 96,000 | 64,000 | 96,000 | 64,000 | 246,000 | 164,000 | 102,500 | 82,000 | 48,000 | 28,000 | |
SM | UL | UL | 72,000 | 48,000 | 72,000 | 48,000 | 184,500 | 123,000 | 76,875 | 61,500 | 36,000 | 21,000 | |
S-1 | NS | UL | 48,000 | 26,000 | 17,500 | 26,000 | 17,500 | 76,500 | 51,000 | 31,875 | 25,500 | 14,000 | 9,000 |
S1 | UL | 192,000 | 104,000 | 70,000 | 104,000 | 70,000 | 306,000 | 204,000 | 127,500 | 102,000 | 56,000 | 36,000 | |
SM | UL | 144,000 | 78,000 | 52,500 | 78,000 | 52,500 | 229,500 | 153,000 | 95,625 | 76,500 | 42,000 | 27,000 | |
S-2 | NS | UL | 79,000 | 39,000 | 26,000 | 39,000 | 26,000 | 115,500 | 77,000 | 48,125 | 38,500 | 21,000 | 13,500 |
S1 | UL | 316,000 | 156,000 | 104,000 | 156,000 | 104,000 | 462,000 | 308,000 | 192,500 | 154,000 | 84,000 | 54,000 | |
SM | UL | 237,000 | 117,000 | 78,000 | 117,000 | 78,000 | 346,500 | 231,000 | 144,375 | 115,500 | 63,000 | 40,500 | |
U | NSi | UL | 35,500 | 19,000 | 8,500 | 14,000 | 8,500 | 54,000 | 36,000 | 22,500 | 18,000 | 9,000 | 5,500 |
S1 | UL | 142,000 | 76,000 | 34,000 | 56,000 | 34,000 | 216,000 | 144,000 | 90,000 | 72,000 | 36,000 | 22,000 | |
SM | UL | 106,500 | 57,000 | 25,500 | 42,000 | 25,500 | 162,000 | 108,000 | 67,500 | 54,000 | 27,000 | 16,500 | |
For SI: 1 square foot = 0.0929 m2. UL = Unlimited; NP = Not Permitted; 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 Chapters 4 and 5 for specific exceptions to the allowable area in this chapter. b. See Section 903.2 for the minimum thresholds for protection by an automatic sprinkler system for specific occupancies. c. New Group H occupancies are required to be protected by an automatic sprinkler system in accordance with Section 903.2.5. d. The NS value is only for use in evaluation of existing building area in accordance with the International Existing Building Code. e. New Group I-1 and I-3 occupancies are required to be protected by an automatic sprinkler system in accordance with Section 903.2.6. For new Group I-1 occupancies, Condition 1, see Exception 1 of Section 903.2.6. f. New and existing Group I-2 occupancies are required to be protected by an automatic sprinkler system in accordance with Section 903.2.6 and Section 1103.5 of the International Fire Code. g. New Group I-4 occupancies see Exceptions 2 and 3 of Section 903.2.6. h. New Group R occupancies are required to be protected by an automatic sprinkler system in accordance with Section 903.2.8. i. The maximum allowable area for a single-story nonsprinklered Group U greenhouse is permitted to be 9,000 square feet, or the allowable area shall be permitted to comply with Table C102.1 of Appendix C. | |||||||||||||
BUILDING ELEMENT | TYPE I | TYPE II | TYPE III | TYPE IV | TYPE V | |||||||
A | B | A | B | A | B | A | B | C | HT | A | B | |
BUILDING ELEMENT | TYPE I | TYPE II | TYPE III | TYPE IV | TYPE V | |||||||
A | B | A | B | A | B | A | B | C | HT | A | B | |
Primary structural framef (see Section 202) | 3a, b | 2a, b, c | 1b, c | 0c | 1b, c | 0 | 3a | 2a | 2a | H | 1b, c | 0 |
Bearing walls | ||||||||||||
Exteriore,f | 3 | 2 | 1 | 0 | 2 | 2 | 3 | 2 | 2 | 2 | 1 | 0 |
Interior | 3a | 2a | 1 | 0 | 1 | 0 | 3 | 2 | 2 | 1/HTg | 1 | 0 |
Nonbearing walls and partitions Exterior | See Table 705.5 | |||||||||||
Nonbearing walls and partitions Interiord | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | See Section 2304.11.2 | 0 | 0 |
Floor construction and associated secondary structural members (see Section 202) | 2 | 2 | 1 | 0 | 1 | 0 | 2 | 2 | 2 | HT | 1 | 0 |
Roof construction and associated secondary structural members (see Section 202) | 1 1/2b | 1b,c | 1b,c | 0c | 1b,c |
0 | 1 1/2 |
1 | 1 | HT | 1b,c |
0 |
For SI: 1 foot = 304.8 mm. a. Roof supports: Fire-resistance ratings of primary structural frame and bearing walls are permitted to be reduced by 1 hour where supporting a roof only. b. Except in Group F-1, H, M and S-1 occupancies, fire protection of structural members in roof construction shall not be required, including protection of primary structural frame members, roof framing and decking where every part of the roof construction is 20 feet or more above any floor immediately below. Fire-retardant-treated wood members shall be allowed to be used for such unprotected members. c. In all occupancies, heavy timber complying with Section 2304.11 shall be allowed for roof construction, including primary structural frame members, where a 1-hour or less fire-resistance rating is required. d. Not less than the fire-resistance rating required by other sections of this code. e. Not less than the fire-resistance rating based on fire separation distance (see Table 705.5). f. Not less than the fire-resistance rating as referenced in Section 704.10. g. Heavy timber bearing walls supporting more than two floors or more than a floor and a roof shall have a fire resistance rating of not less than 1 hour. | ||||||||||||
FIRE SEPARATION DISTANCE = X (feet) | TYPE OF CONSTRUCTION | OCCUPANCY GROUP He | OCCUPANCY GROUP F-1, M, S-1f | OCCUPANCY GROUP A, B, E, F-2, I, Ri, S-2, Uh |
FIRE SEPARATION DISTANCE = X (feet) | TYPE OF CONSTRUCTION | OCCUPANCY GROUP He | OCCUPANCY GROUP F-1, M, S-1f | OCCUPANCY GROUP A, B, E, F-2, I, Ri, S-2, Uh |
X < 5b | All | 3 | 2 | 1 |
5 X < 10 | IA, IVA | 3 | 2 | 1 |
Others | 2 | 1 | 1 | |
10 X < 30 | IA, IB, IVA, IVB | 2 | 1 | 1c |
IIB, VB | 1 | 0 | 0 | |
Others | 1 | 1 | 1c | |
X 30 | All | 0 | 0 | 0 |
For SI: 1 foot = 304.8 mm. a. Load-bearing exterior walls shall also comply with the fire-resistance rating requirements of Table 601. b. See Section 706.1.1 for party walls. c. Open parking garages complying with Section 406 shall not be required to have a fire-resistance rating. d. The fire-resistance rating of an exterior wall is determined based upon the fire separation distance of the exterior wall and the story in which the wall is located. e. For special requirements for Group H occupancies, see Section 415.6. f. For special requirements for Group S aircraft hangars, see Section 412.3.1. g. Where Table 705.8 permits nonbearing exterior walls with unlimited area of unprotected openings, the required fire-resistance rating for the exterior walls is 0 hours. h. For a building containing only a Group U occupancy private garage or carport, the exterior wall shall not be required to have a fire-resistance rating where the fire separation distance is 5 feet (1523 mm) or greater. i. For a Group R-3 building of Type II-B or Type V-B construction, the exterior wall shall not be required to have a fire-resistance rating where the fire separation distance is 5 feet (1523 mm) or greater. | ||||
REQUIRED FIRE-RESISTANCE RATING OF BUILDING ELEMENT PER TABLE 601 AND TABLE 705.5 (hours) | MINIMUM PROTECTION REQUIRED FROM NONCOMBUSTIBLE PROTECTION (minutes) |
1 | 40 |
2 | 80 |
3 or more | 120 |
NONCOMBUSTIBLE PROTECTION | PROTECTION CONTRIBUTION (minutes) |
1/2-inch Type X gypsum board | 25 |
5/8-inch Type X gypsum board | 40 |
TYPE | CONTINUOUS SPECIAL INSPECTION | PERIODIC SPECIAL INSPECTION | ||
TYPE | CONTINUOUS SPECIAL INSPECTION | PERIODIC SPECIAL INSPECTION | ||
1. | Inspection of anchorage and connections of mass timber construction to timber deep foundation systems. | - | X | |
2. | Inspect erection of mass timber construction. | - | X | |
3. | Inspection of connections where installation methods are required to meet design loads. | |||
Threaded fasteners | Verify use of proper installation equipment. | - | X | |
Verify use of pre-drilled holes where required. | - | X | ||
Inspect screws, including diameter, length, head type, spacing, installation angle and depth. | - | X | ||
Adhesive anchors installed in horizontal or upwardly inclined orientation to resist sustained tension loads. | X | - | ||
Adhesive anchors not defined in preceding cell. | - | X | ||
Bolted connections. | - | X | ||
Concealed connections. | - | X | ||
Ground Snow Load | Wind Design | Seismic Design Category | Subject To Damage From | Winter Design Temp | Ice Barrier Underlayment Required | Flood Hazards | Air Freezing Index | Mean Annual Temp | |||
Speed (mph) | Topographic Effects | Weathering | Frost Line Depth | Termite
| |||||||
Ground snow load Pg shall be 20 pounds per square foot. The minimum roof snow load shall be 25 pounds per square foot. No reduction below that roof snow load shall be permitted. | 115 mph | No | C | Severe | 24 inches | Slight Moderate | 10°F | No | Date of adoption 1/30/1980. Date of current FIRM 6/19/2020. | 894 | 51.1 |
Exterior Wall Element | Minimum Fire- Resistance Rating | Minimum Fire Separation Distance | |
Exterior Wall Element | Minimum Fire- Resistance Rating | Minimum Fire Separation Distance | |
Walls | |||
(Fire-resistance rated) | 1 hour-tested in accordance with ASTM E 119 or UL 263 or section 703.3 of the International Building Code with exposure from both sides | <3 feet | |
(Not fire-resistance rated) | 0 hours | 3 feet | |
Projections | |||
(Fire-resistance rated) | 1 hour on the underside, or heavy timber, or fire- retardant-treated wooda,b | 2 feet to <3 feet | |
(Not fire-resistance rated) | 0 hours | 3 feet | |
Openings in walls | |||
Not allowed | n/a | <3 feet | |
25% maximum of wall area | 0 hours | 3 feet to <5 feet | |
Unlimited | 0 hours | 5 feet | |
Penetrations | |||
All | Comply with section R302.4 | <3 feet | |
None required | 3 feet | ||
SEPARATION | MATERIAL |
From the residence, attics, and habitable rooms above the garage | Not less than 5/8-inch Type X gypsum board or equivalent applied to the garage side |
Structure(s) supporting floor/ceiling assemblies used for separation required by this section | |
Garages located less than 3 feet from a dwelling unit on the same lot | Not less than 5/8-inch Type X gypsum board or equivalent applied to the interior side of exterior walls that are within this area |
Load-Bearing Value of Soil (psf) | ||||
1,500 | 2,000 | 3,000 | 4,000 | |
Conventional light-frame construction | ||||
1-story | 12 | 12 | 12 | 12 |
2-story | 15 | 12 | 12 | 12 |
3-story | 23 | 17 | 12 | 12 |
4-inch brick veneer over light frame or 8-inch hollow concrete masonry | ||||
1-story | 12 | 12 | 12 | 12 |
2-story | 21 | 16 | 12 | 12 |
3-story | 32 | 24 | 16 | 12 |
8-inch solid or fully grouted masonry | ||||
1-story | 16 | 12 | 12 | 12 |
2-story | 29 | 21 | 14 | 12 |
3-story | 42 | 32 | 21 | 16 |
Table C404.5.1 PIPING VOLUME AND MAXIMUM PIPING LENGTHS | |||
Nominal Pipe Size (inches) | Volume (liquid ounces per foot length) | Maximum Piping Length | |
Public lavatory faucets | Other fixtures and appliances | ||
Table C404.5.1 PIPING VOLUME AND MAXIMUM PIPING LENGTHS | |||
Nominal Pipe Size (inches) | Volume (liquid ounces per foot length) | Maximum Piping Length | |
Public lavatory faucets | Other fixtures and appliances | ||
1/4 | 0.33 | 31 | 50 |
5/16 | 0.5 | N/A - non- standard size | 50 |
3/8 | 0.75 | 17 | 50 |
1/2 | 1.5 | 10 | 43 |
5/8 | 2 | 7 | 32 |
3/4 | 3 | 5 | 21 |
7/8 | 4 | N/A - non- standard size | 16 |
1 | 5 | 2 | 8 |
1 1/4 | 8 | 2 | 8 |
1 1/2 | 11 | 1 | 6 |
2 or larger | 18 | 1 | 4 |
Climate Zone | Fenestration U-Factorb | Skylightb
U-Factor | Glazed Fenestration SHGCb,e |
Ceiling R-Value | Wood Frame Wall R-Value | Mass Wall R-Valuei |
Floor R-Value | Basementc
Wall R-Value | Slabd
R-Value & Depth | Crawl Spacec
Wall R-Value |
5 | 0.32 | 0.55 | NR | 38 | 20 or 13+5h | 13/17 | 30g | 15/19 | 10, 2 ft | 15/19 |
6 | 0.30 | 0.55 | NR | 49 | 20 or 13+5h | 15/20 | 30g | 15/19 | 10, 4 ft | 15/19 |
Climate Zone | Fenestration U-Factor | Skylight U-Factor | Ceiling U-Factor | Frame Wall U- Factor | Mass Wall U-Factorb |
Floor U- Factor | Basement Wall U- Factor | Crawlspace Wall U- Factor |
5 | 0.32 | 0.55 | 0.030 | 0.060 | 0.082 | 0.033 | 0.050 | 0.055 |
6 | 0.30 | 0.55 | 0.026 | 0.057 | 0.060 | 0.033 | 0.050 | 0.055 |
Climate Zone | Fenestratin U-Factora |
Skylight U-Factor | Glazed Fenestration SHGC Value | Ceiling R-Value | Min. Average Log Size In Inches | Floor R-Value | Basement Wall R-Valued | Slab R-Value & Depthb |
Crawl Space Wall R-Valued |
Climate Zone | Fenestratin U-Factora |
Skylight U-Factor | Glazed Fenestration SHGC Value | Ceiling R-Value | Min. Average Log Size In Inches | Floor R-Value | Basement Wall R-Valued | Slab R-Value & Depthb |
Crawl Space Wall R-Valued |
5, 6 - High efficiency equipment pathc | 0.32 | 0.60 | NR | 49 | 5 | 30 | 15/19 | 10, 4 ft. | 10/13 |
5 | 0.32 | 0.60 | NR | 49 | 8 | 30 | 10/13 | 10, 2 ft. | 10/13 |
6 | 0.30 | 0.60 | NR | 49 | 8 | 30 | 15/19 | 10, 4 ft. | 10/13 |
a. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. | |||||||||
b. R-5 shall be added to the required slab edge R-values for heated slabs. | |||||||||
c. 90% AFUE natural gas or propane, 84% AFUE oil, or 15 SEER heat pump heating equipment (zonal electric resistance heating equipment such as electric base board electric resistance heating equipment as the sole source for heating is considered compliant with the high efficiency equipment path). | |||||||||
d. "15/19" means R-15 continuous insulated sheathing on the interior or exterior of the home or R-19 cavity insulation at the interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulated sheathing on the interior or exterior of the home. "10/13" means R-10 continuous insulated sheathing on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. | |||||||||
Climate Zone | Energy Rating Indexa |
5 | 68 |
6 | 68 |
BUILDING REGULATIONS
OCCUPANCY CLASSIFICATION | TYPE OF CONSTRUCTION | ||||||||||||
See Footnotes | Type I | Type II | Type III | Type IV | Type V | ||||||||
A | B | A | B | A | B | A | B | C | HT | A | B | ||
OCCUPANCY CLASSIFICATION | TYPE OF CONSTRUCTION | ||||||||||||
See Footnotes | Type I | Type II | Type III | Type IV | Type V | ||||||||
A | B | A | B | A | B | A | B | C | HT | A | B | ||
A, B, E, F, M, S, U | NSb | UL | 160 | 65 | 55 | 65 | 55 | 65 | 65 | 65 | 65 | 50 | 40 |
S | UL | 180 | 85 | 75 | 85 | 75 | 270 | 180 | 85 | 85 | 70 | 60 | |
H-1, H-2, H-3, H-5 | NSc, d | UL | 160 | 65 | 55 | 65 | 55 | 120 | 90 | 65 | 65 | 50 | 40 |
S | |||||||||||||
H-4 | NSc, d | UL | 160 | 65 | 55 | 65 | 55 | 65 | 65 | 65 | 65 | 50 | 40 |
S | UL | 180 | 85 | 75 | 85 | 75 | 140 | 100 | 85 | 85 | 70 | 60 | |
I-1 Condition 1, I-3 | NSd, e | UL | 160 | 65 | 55 | 65 | 55 | 65 | 65 | 65 | 65 | 50 | 40 |
S | UL | 180 | 85 | 75 | 85 | 75 | 180 | 120 | 85 | 85 | 70 | 60 | |
I-1 Condition 2, I-2 | NSd, e, f | UL | 160 | 65 | 55 | 65 | 55 | 65 | 65 | 65 | 65 | 50 | 40 |
S | UL | 180 | 85 | ||||||||||
I-4 | NSd, g | UL | 160 | 65 | 55 | 65 | 55 | 65 | 65 | 65 | 65 | 50 | 40 |
S | UL | 180 | 85 | 75 | 85 | 75 | 180 | 120 | 85 | 85 | 70 | 60 | |
Rh | NSd | UL | 160 | 65 | 55 | 65 | 55 | 65 | 65 | 65 | 65 | 50 | 40 |
S13D | 60 | 60 | 60 | 60 | 60 | 60 | 60 | 60 | 60 | 60 | 50 | 40 | |
S13R | 60 | 60 | 60 | 60 | 60 | 60 | 60 | 60 | 60 | 60 | 60 | 60 | |
S | UL | 180 | 85 | 75 | 85 | 75 | 270 | 180 | 85 | 85 | 70 | 60 | |
For SI: 1 foot = 304.8 mm. UL = Unlimited; NS = Buildings not equipped throughout with an automatic sprinkler system; S = Buildings 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 Chapters 4 and 5 for specific exceptions to the allowable height in this chapter. b. See Section 903.2 for the minimum thresholds for protection by an automatic sprinkler system for specific occupancies. c. New Group H occupancies are required to be protected by an automatic sprinkler system in accordance with Section 903.2.5. d. The NS value is only for use in evaluation of existing building height in accordance with the International Existing Building Code. e. New Group I-1 and I-3 occupancies are required to be protected by an automatic sprinkler system in accordance with Section 903.2.6. For new Group I-1 occupancies Condition 1, see Exception 1 of Section 903.2.6. f. New and existing Group I-2 occupancies are required to be protected by an automatic sprinkler system in accordance with Section 903.2.6 and Section 1103.5 of the International Fire Code. g. For new Group I-4 occupancies, see Exceptions 2 and 3 of Section 903.2.6. h. New Group R occupancies are required to be protected by an automatic sprinkler system in accordance with Section 903.2.8. | |||||||||||||
OCCUPANCY CLASSIFICATION | TYPE OF CONSTRUCTION | ||||||||||||
See Footnotes | Type I | Type II | Type III | Type IV | Type V | ||||||||
A | B | A | B | A | B | A | B | C | HT | A | B | ||
OCCUPANCY CLASSIFICATION | TYPE OF CONSTRUCTION | ||||||||||||
See Footnotes | Type I | Type II | Type III | Type IV | Type V | ||||||||
A | B | A | B | A | B | A | B | C | HT | A | B | ||
A-1 | NS | UL | 5 | 3 | 2 | 3 | 2 | 3 | 3 | 3 | 3 | 2 | 1 |
S | UL | 6 | 4 | 3 | 4 | 3 | 9 | 6 | 4 | 4 | 3 | 2 | |
A-2 | NS | UL | 11 | 3 | 2 | 3 | 2 | 3 | 3 | 3 | 3 | 2 | 1 |
S | UL | 12 | 4 | 3 | 4 | 3 | 18 | 12 | 6 | 4 | 3 | 2 | |
A-3 | NS | UL | 11 | 3 | 2 | 3 | 2 | 3 | 3 | 3 | 3 | 2 | 1 |
S | UL | 12 | 4 | 3 | 4 | 3 | 18 | 12 | 6 | 4 | 3 | 2 | |
A-4 | NS | UL | 11 | 3 | 2 | 3 | 2 | 3 | 3 | 3 | 3 | 2 | 1 |
S | UL | 12 | 4 | 3 | 4 | 3 | 18 | 12 | 6 | 4 | 3 | 2 | |
A-5 | NS | UL | UL | UL | UL | UL | UL | 1 | 1 | 1 | UL | UL | UL |
S | UL | UL | UL | UL | UL | UL | UL | UL | UL | UL | UL | UL | |
B | NS | UL | 11 | 5 | 3 | 5 | 3 | 5 | 5 | 5 | 5 | 3 | 2 |
S | UL | 12 | 6 | 4 | 6 | 4 | 18 | 12 | 9 | 6 | 4 | 3 | |
E | NS | UL | 5 | 3 | 2 | 3 | 2 | 3 | 3 | 3 | 3 | 1 | 1 |
S | UL | 6 | 4 | 3 | 4 | 3 | 9 | 6 | 4 | 4 | 2 | 2 | |
F-1 | NS | UL | 11 | 4 | 2 | 3 | 2 | 3 | 3 | 3 | 4 | 2 | 1 |
S | UL | 12 | 5 | 3 | 4 | 3 | 10 | 7 | 5 | 5 | 3 | 2 | |
F-2 | NS | UL | 11 | 5 | 3 | 4 | 3 | 5 | 5 | 5 | 5 | 3 | 2 |
S | UL | 12 | 6 | 4 | 5 | 4 | 12 | 8 | 6 | 6 | 4 | 3 | |
H-1 | NSc, d | 1 | 1 | 1 | 1 | 1 | 1 | NP | NP | NP | 1 | 1 | NP |
S | 1 | 1 | 1 | ||||||||||
H-2 | NSc, d | UL | 3 | 2 | 1 | 2 | 1 | 1 | 1 | 1 | 2 | 1 | 1 |
S | 2 | 2 | 2 | ||||||||||
H-3 | NSc, d | UL | 6 | 4 | 2 | 4 | 2 | 3 | 3 | 3 | 4 | 2 | 1 |
S | 4 | 4 | 4 | ||||||||||
H-4 | NSc, d | UL | 7 | 5 | 3 | 5 | 3 | 5 | 5 | 5 | 5 | 3 | 2 |
S | UL | 8 | 6 | 4 | 6 | 4 | 8 | 7 | 6 | 6 | 4 | 3 | |
H-5 | NSc, d | 4 | 4 | 3 | 3 | 3 | 3 | 2 | 2 | 2 | 3 | 3 | 2 |
S | 3 | 3 | 3 | ||||||||||
I-1 Condition 1 | NSd, e | UL | 9 | 4 | 3 | 4 | 3 | 4 | 4 | 4 | 4 | 3 | 2 |
S | UL | 10 | 5 | 4 | 5 | 4 | 10 | 7 | 5 | 5 | 4 | 3 | |
I-1 Condition 2 | NSd, e | UL | 9 | 4 | 3 | 4 | 3 | 3 | 3 | 3 | 4 | 3 | 2 |
S | UL | 10 | 5 | 10 | 6 | 4 | |||||||
I-2 | NSd, f | UL | 4 | 2 | 1 | 1 | NP | NP | NP | NP | 1 | 1 | NP |
S | UL | 5 | 3 | 7 | 5 | 1 | |||||||
I-3 | NSd, e | UL | 4 | 2 | 1 | 2 | 1 | 2 | 2 | 2 | 2 | 2 | 1 |
S | UL | 5 | 3 | 2 | 3 | 2 | 7 | 5 | 3 | 3 | 3 | 2 | |
I-4 | NSd, g | UL | 5 | 3 | 2 | 3 | 2 | 3 | 3 | 3 | 3 | 1 | 1 |
S | UL | 6 | 4 | 3 | 4 | 3 | 9 | 6 | 4 | 4 | 2 | 2 | |
M | NS | UL | 11 | 4 | 2 | 4 | 2 | 4 | 4 | 4 | 4 | 3 | 1 |
S | UL | 12 | 5 | 3 | 5 | 3 | 12 | 8 | 6 | 5 | 4 | 2 | |
R-1h | NSd | UL | 11 | 4 | 4 | 4 | 4 | 4 | 4 | 4 | 4 | 3 | 2 |
S13R | 4 | 4 | 4 | 3 | |||||||||
S | UL | 12 | 5 | 5 | 5 | 5 | 18 | 12 | 8 | 5 | 4 | 3 | |
R-2h | NSd | UL | 11 | 4 | 4 | 4 | 4 | 4 | 4 | 4 | 4 | 3 | 2 |
S13R | 4 | 4 | 4 | 4 | 3 | ||||||||
S | UL | 12 | 5 | 5 | 5 | 5 | 18 | 12 | 8 | 5 | 4 | 3 | |
R-3h | NSd | UL | 11 | 4 | 4 | 4 | 4 | 4 | 4 | 4 | 4 | 3 | 3 |
S13D | 4 | 4 | 3 | 3 | |||||||||
S13R | 4 | 4 | 4 | 4 | |||||||||
S | UL | 12 | 5 | 5 | 5 | 5 | 18 | 12 | 5 | 5 | 4 | 4 | |
R-4h | NSd | UL | 11 | 4 | 4 | 4 | 4 | 4 | 4 | 4 | 4 | 3 | 2 |
S13D | 4 | 4 | 3 | 2 | |||||||||
S13R | 4 | 4 | 4 | 3 | |||||||||
S | UL | 12 | 5 | 5 | 5 | 5 | 18 | 12 | 5 | 5 | 4 | 3 | |
S-1 | NS | UL | 11 | 4 | 2 | 3 | 2 | 4 | 4 | 4 | 4 | 3 | 1 |
S | UL | 12 | 5 | 4 | 4 | 4 | 10 | 7 | 5 | 5 | 4 | 2 | |
S-2 | NS | UL | 11 | 5 | 3 | 4 | 3 | 4 | 4 | 4 | 5 | 4 | 2 |
S | UL | 12 | 6 | 4 | 5 | 4 | 12 | 8 | 5 | 6 | 5 | 3 | |
U | NS | UL | 5 | 4 | 2 | 3 | 2 | 4 | 4 | 4 | 4 | 2 | 1 |
S | UL | 6 | 5 | 3 | 4 | 3 | 9 | 6 | 5 | 5 | 3 | 2 | |
UL = Unlimited; NP = Not Permitted; NS = Buildings not equipped throughout with an automatic sprinkler system; S = Buildings 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 Chapters 4 and 5 for specific exceptions to the allowable height in this chapter. b. See Section 903.2 for the minimum thresholds for protection by an automatic sprinkler system for specific occupancies. c. New Group H occupancies are required to be protected by an automatic sprinkler system in accordance with Section 903.2.5. d. The NS value is only for use in evaluation of existing building height in accordance with the International Existing Building Code. e. New Group I-1 and I-3 occupancies are required to be protected by an automatic sprinkler system in accordance with Section 903.2.6. For new Group I-1 occupancies, Condition 1, see Exception 1 of Section 903.2.6. f. New and existing Group I-2 occupancies are required to be protected by an automatic sprinkler system in accordance with Section 903.2.6 and 1103.5 of the International Fire Code. g. For new Group I-4 occupancies, see Exceptions 2 and 3 of Section 903.2.6. h. New Group R occupancies are required to be protected by an automatic sprinkler system in accordance with Section 903.2.8. | |||||||||||||
OCCUPANCY CLASSIFICATION | TYPE OF CONSTRUCTION | ||||||||||||
SEE FOOT- NOTES | Type I | Type II | Type III | Type IV | Type V | ||||||||
A | B | A | B | A | B | A | B | C | HT | A | B | ||
OCCUPANCY CLASSIFICATION | TYPE OF CONSTRUCTION | ||||||||||||
SEE FOOT- NOTES | Type I | Type II | Type III | Type IV | Type V | ||||||||
A | B | A | B | A | B | A | B | C | HT | A | B | ||
A-1 | NS | UL | UL | 15,500 | 8,500 | 14,000 | 8,500 | 45,000 | 30,000 | 18,750 | 15,000 | 11,500 | 5,500 |
S1 | UL | UL | 62,000 | 34,000 | 56,000 | 34,000 | 180,000 | 120,000 | 75,000 | 60,000 | 46,000 | 22,000 | |
SM | UL | UL | 46,500 | 25,500 | 42,000 | 25,500 | 135,000 | 90,000 | 56,250 | 45,000 | 34,500 | 16,500 | |
A-2 | NS | UL | UL | 15,500 | 9,500 | 14,000 | 9,500 | 45,000 | 30,000 | 18,750 | 15,000 | 11,500 | 6,000 |
S1 | UL | UL | 62,000 | 38,000 | 56,000 | 38,000 | 180,000 | 120,000 | 75,000 | 60,000 | 46,000 | 24,000 | |
SM | UL | UL | 46,500 | 28,500 | 42,000 | 28,500 | 135,000 | 90,000 | 56,250 | 45,000 | 34,500 | 18,000 | |
A-3 | NS | UL | UL | 15,500 | 9,500 | 14,000 | 9,500 | 45,000 | 30,000 | 18,750 | 15,000 | 11,500 | 6,000 |
S1 | UL | UL | 62,000 | 38,000 | 56,000 | 38,000 | 180,000 | 120,000 | 75,000 | 60,000 | 46,000 | 24,000 | |
SM | UL | UL | 46,500 | 28,500 | 42,000 | 28,500 | 135,000 | 90,000 | 56,250 | 45,000 | 34,500 | 18,000 | |
A-4 | NS | UL | UL | 15,500 | 9,500 | 14,000 | 9,500 | 45,000 | 30,000 | 18,750 | 15,000 | 11,500 | 6,000 |
S1 | UL | UL | 62,000 | 38,000 | 56,000 | 38,000 | 180,000 | 120,000 | 75,000 | 60,000 | 46,000 | 24,000 | |
SM | UL | UL | 46,500 | 28,500 | 42,000 | 28,500 | 135,000 | 90,000 | 56,250 | 45,000 | 34,500 | 18,000 | |
A-5 | NS | UL | UL | UL | UL | UL | UL | UL | UL | UL | UL | UL | UL |
S1 | |||||||||||||
SM | |||||||||||||
B | NS | UL | UL | 37,500 | 23,000 | 28,500 | 19,000 | 108,000 | 72,000 | 45,000 | 36,000 | 18,000 | 9,000 |
S1 | UL | UL | 150,000 | 92,000 | 114,000 | 76,000 | 432,000 | 288,000 | 180,000 | 144,000 | 72,000 | 36,000 | |
SM | UL | UL | 112,500 | 69,000 | 85,500 | 57,000 | 324,000 | 216,000 | 135,000 | 108,000 | 54,000 | 27,000 | |
E | NS | UL | UL | 26,500 | 14,500 | 23,500 | 14,500 | 76,500 | 51,000 | 31,875 | 25,500 | 18,500 | 9,500 |
S1 | UL | UL | 106,000 | 58,000 | 94,000 | 58,000 | 306,000 | 204,000 | 127,500 | 102,000 | 74,000 | 38,000 | |
SM | UL | UL | 79,500 | 43,500 | 70,500 | 43,500 | 229,500 | 153,000 | 95,625 | 76,500 | 55,500 | 28,500 | |
F-1 | NS | UL | UL | 25,000 | 15,500 | 19,000 | 12,000 | 100,500 | 67,000 | 41,875 | 33,500 | 14,000 | 8,500 |
S1 | UL | UL | 100,000 | 62,000 | 76,000 | 48,000 | 402,000 | 268,000 | 167,500 | 134,000 | 56,000 | 34,000 | |
SM | UL | UL | 75,000 | 46,500 | 57,000 | 36,000 | 301,500 | 201,000 | 125,625 | 100,500 | 42,000 | 25,500 | |
F-2 | NS | UL | UL | 37,500 | 23,000 | 28,500 | 18,000 | 151,500 | 101,000 | 63,125 | 50,500 | 21,000 | 13,000 |
S1 | UL | UL | 150,000 | 92,000 | 114,000 | 72,000 | 606,000 | 404,000 | 252,500 | 202,000 | 84,000 | 52,000 | |
SM | UL | UL | 112,500 | 69,000 | 85,500 | 54,000 | 454,500 | 303,000 | 189,375 | 151,500 | 63,000 | 39,000 | |
H-1 | NSc | 21,000 | 16,500 | 11,000 | 7,000 | 9,500 | 7,000 | 10,500 | 10,500 | 10,500 | 10,500 | 7,500 | NP |
S1 | |||||||||||||
H-2 | NSc | 21,000 | 16,500 | 11,000 | 7,000 | 9,500 | 7,000 | 10,500 | 10,500 | 10,500 | 10,500 | 7,500 | 3,000 |
S1 | |||||||||||||
SM | |||||||||||||
H-3 | NSc | UL | 60,000 | 26,500 | 14,000 | 17,500 | 13,000 | 25,500 | 25,500 | 25,500 | 25,500 | 10,000 | 5,000 |
S1 | |||||||||||||
SM | |||||||||||||
H-4 | NSc, d | UL | UL | 37,500 | 17,500 | 28,500 | 17,500 | 72,000 | 54,000 | 40,500 | 36,000 | 18,000 | 6,500 |
S1 | UL | UL | 150,000 | 70,000 | 114,000 | 70,000 | 288,000 | 216,000 | 162,000 | 144,000 | 72,000 | 26,000 | |
SM | UL | UL | 112,500 | 52,500 | 85,500 | 52,500 | 216,000 | 162,000 | 121,500 | 108,000 | 54,000 | 19,500 | |
H-5 | NSc, d | UL | UL | 37,500 | 23,000 | 28,500 | 19,000 | 72,000 | 54,000 | 40,500 | 36,000 | 18,000 | 9,000 |
S1 | UL | UL | 150,000 | 92,000 | 114,000 | 76,000 | 288,000 | 216,000 | 162,000 | 144,000 | 72,000 | 36,000 | |
SM | UL | UL | 112,500 | 69,000 | 85,500 | 57,000 | 216,000 | 162,000 | 121,500 | 108000 | 54,000 | 27,000 | |
I-1 | NSd, e | UL | 55,000 | 19,000 | 10,000 | 16,500 | 10,000 | 54,000 | 36,000 | 18,000 | 18,000 | 10,500 | 4,500 |
S1 | UL | 220,000 | 76,000 | 40,000 | 66,000 | 40,000 | 216,000 | 144,000 | 72,000 | 72,000 | 42,000 | 18,000 | |
SM | UL | 165,000 | 57,000 | 30,000 | 49,500 | 30,000 | 162,000 | 108,000 | 54,000 | 54,000 | 31,500 | 13,500 | |
I-2 | NSd, f | UL | UL | 15,000 | 11,000 | 12,000 | NP | 36,000 | 24,000 | 12,000 | 12,000 | 9,500 | NP |
S1 | UL | UL | 60,000 | 44,000 | 48,000 | NP | 144,000 | 96,000 | 48,000 | 48,000 | 38,000 | NP | |
SM | UL | UL | 45,000 | 33,000 | 36,000 | NP | 108,000 | 72,000 | 36,000 | 36,000 | 28,500 | NP | |
I-3 | NSd, e | UL | UL | 15,000 | 10,000 | 10,500 | 7,500 | 36,000 | 24,000 | 12,000 | 12,000 | 7,500 | 5,000 |
S1 | UL | UL | 60,000 | 40,000 | 42,000 | 30,000 | 144,000 | 96,000 | 48,000 | 48,000 | 30,000 | 20,000 | |
SM | UL | UL | 45,000 | 30,000 | 31,500 | 22,500 | 108,000 | 72,000 | 36,000 | 36,000 | 22,500 | 15,000 | |
I-4 | NSd, g | UL | 60,500 | 26,500 | 13,000 | 23,500 | 13,000 | 76,500 | 51,000 | 25,500 | 25,500 | 18,500 | 9,000 |
S1 | UL | 121,000 | 106,000 | 52,000 | 94,000 | 52,000 | 306,000 | 204,000 | 102,000 | 102,000 | 74,000 | 36,000 | |
SM | UL | 181,500 | 79,500 | 39,000 | 70,500 | 39,000 | 229,500 | 153,000 | 76,500 | 76,500 | 55,500 | 27,000 | |
M | NS | UL | UL | 21,500 | 12,500 | 18,500 | 12,500 | 61,500 | 41,000 | 26,625 | 20,500 | 14,000 | 9,000 |
S1 | UL | UL | 86,000 | 50,000 | 74,000 | 50,000 | 246,000 | 164,000 | 102,500 | 82,000 | 56,000 | 36,000 | |
SM | UL | UL | 64,500 | 37,500 | 55,500 | 37,500 | 184,500 | 123,000 | 76,875 | 61,500 | 42,000 | 27,000 | |
R-1h | NSd | UL | UL | 24,000 | 16,000 | 24,000 | 16,000 | 61,500 | 41,000 | 25,625 | 20,500 | 12,000 | 7,000 |
S13R | |||||||||||||
S1 | UL | UL | 96,000 | 64,000 | 96,000 | 64,000 | 246,000 | 164,000 | 102,500 | 82,000 | 48,000 | 28,000 | |
SM | UL | UL | 72,000 | 48,000 | 72,000 | 48,000 | 184,500 | 123,000 | 76,875 | 61,500 | 36,000 | 21,000 | |
R-2h | NSd | UL | UL | 24,000 | 16,000 | 24,000 | 16,000 | 61,500 | 41,000 | 25,625 | 20,500 | 12,000 | 7,000 |
S13R | |||||||||||||
S1 | UL | UL | 96,000 | 64,000 | 96,000 | 64,000 | 246,000 | 164,000 | 102,500 | 82,000 | 48,000 | 28,000 | |
SM | UL | UL | 72,000 | 48,000 | 72,000 | 48,000 | 184,500 | 123,000 | 76,875 | 61,500 | 36,000 | 21,000 | |
R-3h | NSd | UL | UL | UL | UL | UL | UL | UL | UL | UL | UL | UL | UL |
S13D | |||||||||||||
S13R | |||||||||||||
S1 | |||||||||||||
SM | |||||||||||||
R-4h | NSd | UL | UL | 24,000 | 16,000 | 24,000 | 16,000 | 61,500 | 41,000 | 25,625 | 20,500 | 12,000 | 7,000 |
S13D | |||||||||||||
S13R | |||||||||||||
S1 | UL | UL | 96,000 | 64,000 | 96,000 | 64,000 | 246,000 | 164,000 | 102,500 | 82,000 | 48,000 | 28,000 | |
SM | UL | UL | 72,000 | 48,000 | 72,000 | 48,000 | 184,500 | 123,000 | 76,875 | 61,500 | 36,000 | 21,000 | |
S-1 | NS | UL | 48,000 | 26,000 | 17,500 | 26,000 | 17,500 | 76,500 | 51,000 | 31,875 | 25,500 | 14,000 | 9,000 |
S1 | UL | 192,000 | 104,000 | 70,000 | 104,000 | 70,000 | 306,000 | 204,000 | 127,500 | 102,000 | 56,000 | 36,000 | |
SM | UL | 144,000 | 78,000 | 52,500 | 78,000 | 52,500 | 229,500 | 153,000 | 95,625 | 76,500 | 42,000 | 27,000 | |
S-2 | NS | UL | 79,000 | 39,000 | 26,000 | 39,000 | 26,000 | 115,500 | 77,000 | 48,125 | 38,500 | 21,000 | 13,500 |
S1 | UL | 316,000 | 156,000 | 104,000 | 156,000 | 104,000 | 462,000 | 308,000 | 192,500 | 154,000 | 84,000 | 54,000 | |
SM | UL | 237,000 | 117,000 | 78,000 | 117,000 | 78,000 | 346,500 | 231,000 | 144,375 | 115,500 | 63,000 | 40,500 | |
U | NSi | UL | 35,500 | 19,000 | 8,500 | 14,000 | 8,500 | 54,000 | 36,000 | 22,500 | 18,000 | 9,000 | 5,500 |
S1 | UL | 142,000 | 76,000 | 34,000 | 56,000 | 34,000 | 216,000 | 144,000 | 90,000 | 72,000 | 36,000 | 22,000 | |
SM | UL | 106,500 | 57,000 | 25,500 | 42,000 | 25,500 | 162,000 | 108,000 | 67,500 | 54,000 | 27,000 | 16,500 | |
For SI: 1 square foot = 0.0929 m2. UL = Unlimited; NP = Not Permitted; 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 Chapters 4 and 5 for specific exceptions to the allowable area in this chapter. b. See Section 903.2 for the minimum thresholds for protection by an automatic sprinkler system for specific occupancies. c. New Group H occupancies are required to be protected by an automatic sprinkler system in accordance with Section 903.2.5. d. The NS value is only for use in evaluation of existing building area in accordance with the International Existing Building Code. e. New Group I-1 and I-3 occupancies are required to be protected by an automatic sprinkler system in accordance with Section 903.2.6. For new Group I-1 occupancies, Condition 1, see Exception 1 of Section 903.2.6. f. New and existing Group I-2 occupancies are required to be protected by an automatic sprinkler system in accordance with Section 903.2.6 and Section 1103.5 of the International Fire Code. g. New Group I-4 occupancies see Exceptions 2 and 3 of Section 903.2.6. h. New Group R occupancies are required to be protected by an automatic sprinkler system in accordance with Section 903.2.8. i. The maximum allowable area for a single-story nonsprinklered Group U greenhouse is permitted to be 9,000 square feet, or the allowable area shall be permitted to comply with Table C102.1 of Appendix C. | |||||||||||||
BUILDING ELEMENT | TYPE I | TYPE II | TYPE III | TYPE IV | TYPE V | |||||||
A | B | A | B | A | B | A | B | C | HT | A | B | |
BUILDING ELEMENT | TYPE I | TYPE II | TYPE III | TYPE IV | TYPE V | |||||||
A | B | A | B | A | B | A | B | C | HT | A | B | |
Primary structural framef (see Section 202) | 3a, b | 2a, b, c | 1b, c | 0c | 1b, c | 0 | 3a | 2a | 2a | H | 1b, c | 0 |
Bearing walls | ||||||||||||
Exteriore,f | 3 | 2 | 1 | 0 | 2 | 2 | 3 | 2 | 2 | 2 | 1 | 0 |
Interior | 3a | 2a | 1 | 0 | 1 | 0 | 3 | 2 | 2 | 1/HTg | 1 | 0 |
Nonbearing walls and partitions Exterior | See Table 705.5 | |||||||||||
Nonbearing walls and partitions Interiord | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | See Section 2304.11.2 | 0 | 0 |
Floor construction and associated secondary structural members (see Section 202) | 2 | 2 | 1 | 0 | 1 | 0 | 2 | 2 | 2 | HT | 1 | 0 |
Roof construction and associated secondary structural members (see Section 202) | 1 1/2b | 1b,c | 1b,c | 0c | 1b,c |
0 | 1 1/2 |
1 | 1 | HT | 1b,c |
0 |
For SI: 1 foot = 304.8 mm. a. Roof supports: Fire-resistance ratings of primary structural frame and bearing walls are permitted to be reduced by 1 hour where supporting a roof only. b. Except in Group F-1, H, M and S-1 occupancies, fire protection of structural members in roof construction shall not be required, including protection of primary structural frame members, roof framing and decking where every part of the roof construction is 20 feet or more above any floor immediately below. Fire-retardant-treated wood members shall be allowed to be used for such unprotected members. c. In all occupancies, heavy timber complying with Section 2304.11 shall be allowed for roof construction, including primary structural frame members, where a 1-hour or less fire-resistance rating is required. d. Not less than the fire-resistance rating required by other sections of this code. e. Not less than the fire-resistance rating based on fire separation distance (see Table 705.5). f. Not less than the fire-resistance rating as referenced in Section 704.10. g. Heavy timber bearing walls supporting more than two floors or more than a floor and a roof shall have a fire resistance rating of not less than 1 hour. | ||||||||||||
FIRE SEPARATION DISTANCE = X (feet) | TYPE OF CONSTRUCTION | OCCUPANCY GROUP He | OCCUPANCY GROUP F-1, M, S-1f | OCCUPANCY GROUP A, B, E, F-2, I, Ri, S-2, Uh |
FIRE SEPARATION DISTANCE = X (feet) | TYPE OF CONSTRUCTION | OCCUPANCY GROUP He | OCCUPANCY GROUP F-1, M, S-1f | OCCUPANCY GROUP A, B, E, F-2, I, Ri, S-2, Uh |
X < 5b | All | 3 | 2 | 1 |
5 X < 10 | IA, IVA | 3 | 2 | 1 |
Others | 2 | 1 | 1 | |
10 X < 30 | IA, IB, IVA, IVB | 2 | 1 | 1c |
IIB, VB | 1 | 0 | 0 | |
Others | 1 | 1 | 1c | |
X 30 | All | 0 | 0 | 0 |
For SI: 1 foot = 304.8 mm. a. Load-bearing exterior walls shall also comply with the fire-resistance rating requirements of Table 601. b. See Section 706.1.1 for party walls. c. Open parking garages complying with Section 406 shall not be required to have a fire-resistance rating. d. The fire-resistance rating of an exterior wall is determined based upon the fire separation distance of the exterior wall and the story in which the wall is located. e. For special requirements for Group H occupancies, see Section 415.6. f. For special requirements for Group S aircraft hangars, see Section 412.3.1. g. Where Table 705.8 permits nonbearing exterior walls with unlimited area of unprotected openings, the required fire-resistance rating for the exterior walls is 0 hours. h. For a building containing only a Group U occupancy private garage or carport, the exterior wall shall not be required to have a fire-resistance rating where the fire separation distance is 5 feet (1523 mm) or greater. i. For a Group R-3 building of Type II-B or Type V-B construction, the exterior wall shall not be required to have a fire-resistance rating where the fire separation distance is 5 feet (1523 mm) or greater. | ||||
REQUIRED FIRE-RESISTANCE RATING OF BUILDING ELEMENT PER TABLE 601 AND TABLE 705.5 (hours) | MINIMUM PROTECTION REQUIRED FROM NONCOMBUSTIBLE PROTECTION (minutes) |
1 | 40 |
2 | 80 |
3 or more | 120 |
NONCOMBUSTIBLE PROTECTION | PROTECTION CONTRIBUTION (minutes) |
1/2-inch Type X gypsum board | 25 |
5/8-inch Type X gypsum board | 40 |
TYPE | CONTINUOUS SPECIAL INSPECTION | PERIODIC SPECIAL INSPECTION | ||
TYPE | CONTINUOUS SPECIAL INSPECTION | PERIODIC SPECIAL INSPECTION | ||
1. | Inspection of anchorage and connections of mass timber construction to timber deep foundation systems. | - | X | |
2. | Inspect erection of mass timber construction. | - | X | |
3. | Inspection of connections where installation methods are required to meet design loads. | |||
Threaded fasteners | Verify use of proper installation equipment. | - | X | |
Verify use of pre-drilled holes where required. | - | X | ||
Inspect screws, including diameter, length, head type, spacing, installation angle and depth. | - | X | ||
Adhesive anchors installed in horizontal or upwardly inclined orientation to resist sustained tension loads. | X | - | ||
Adhesive anchors not defined in preceding cell. | - | X | ||
Bolted connections. | - | X | ||
Concealed connections. | - | X | ||
Ground Snow Load | Wind Design | Seismic Design Category | Subject To Damage From | Winter Design Temp | Ice Barrier Underlayment Required | Flood Hazards | Air Freezing Index | Mean Annual Temp | |||
Speed (mph) | Topographic Effects | Weathering | Frost Line Depth | Termite
| |||||||
Ground snow load Pg shall be 20 pounds per square foot. The minimum roof snow load shall be 25 pounds per square foot. No reduction below that roof snow load shall be permitted. | 115 mph | No | C | Severe | 24 inches | Slight Moderate | 10°F | No | Date of adoption 1/30/1980. Date of current FIRM 6/19/2020. | 894 | 51.1 |
Exterior Wall Element | Minimum Fire- Resistance Rating | Minimum Fire Separation Distance | |
Exterior Wall Element | Minimum Fire- Resistance Rating | Minimum Fire Separation Distance | |
Walls | |||
(Fire-resistance rated) | 1 hour-tested in accordance with ASTM E 119 or UL 263 or section 703.3 of the International Building Code with exposure from both sides | <3 feet | |
(Not fire-resistance rated) | 0 hours | 3 feet | |
Projections | |||
(Fire-resistance rated) | 1 hour on the underside, or heavy timber, or fire- retardant-treated wooda,b | 2 feet to <3 feet | |
(Not fire-resistance rated) | 0 hours | 3 feet | |
Openings in walls | |||
Not allowed | n/a | <3 feet | |
25% maximum of wall area | 0 hours | 3 feet to <5 feet | |
Unlimited | 0 hours | 5 feet | |
Penetrations | |||
All | Comply with section R302.4 | <3 feet | |
None required | 3 feet | ||
SEPARATION | MATERIAL |
From the residence, attics, and habitable rooms above the garage | Not less than 5/8-inch Type X gypsum board or equivalent applied to the garage side |
Structure(s) supporting floor/ceiling assemblies used for separation required by this section | |
Garages located less than 3 feet from a dwelling unit on the same lot | Not less than 5/8-inch Type X gypsum board or equivalent applied to the interior side of exterior walls that are within this area |
Load-Bearing Value of Soil (psf) | ||||
1,500 | 2,000 | 3,000 | 4,000 | |
Conventional light-frame construction | ||||
1-story | 12 | 12 | 12 | 12 |
2-story | 15 | 12 | 12 | 12 |
3-story | 23 | 17 | 12 | 12 |
4-inch brick veneer over light frame or 8-inch hollow concrete masonry | ||||
1-story | 12 | 12 | 12 | 12 |
2-story | 21 | 16 | 12 | 12 |
3-story | 32 | 24 | 16 | 12 |
8-inch solid or fully grouted masonry | ||||
1-story | 16 | 12 | 12 | 12 |
2-story | 29 | 21 | 14 | 12 |
3-story | 42 | 32 | 21 | 16 |
Table C404.5.1 PIPING VOLUME AND MAXIMUM PIPING LENGTHS | |||
Nominal Pipe Size (inches) | Volume (liquid ounces per foot length) | Maximum Piping Length | |
Public lavatory faucets | Other fixtures and appliances | ||
Table C404.5.1 PIPING VOLUME AND MAXIMUM PIPING LENGTHS | |||
Nominal Pipe Size (inches) | Volume (liquid ounces per foot length) | Maximum Piping Length | |
Public lavatory faucets | Other fixtures and appliances | ||
1/4 | 0.33 | 31 | 50 |
5/16 | 0.5 | N/A - non- standard size | 50 |
3/8 | 0.75 | 17 | 50 |
1/2 | 1.5 | 10 | 43 |
5/8 | 2 | 7 | 32 |
3/4 | 3 | 5 | 21 |
7/8 | 4 | N/A - non- standard size | 16 |
1 | 5 | 2 | 8 |
1 1/4 | 8 | 2 | 8 |
1 1/2 | 11 | 1 | 6 |
2 or larger | 18 | 1 | 4 |
Climate Zone | Fenestration U-Factorb | Skylightb
U-Factor | Glazed Fenestration SHGCb,e |
Ceiling R-Value | Wood Frame Wall R-Value | Mass Wall R-Valuei |
Floor R-Value | Basementc
Wall R-Value | Slabd
R-Value & Depth | Crawl Spacec
Wall R-Value |
5 | 0.32 | 0.55 | NR | 38 | 20 or 13+5h | 13/17 | 30g | 15/19 | 10, 2 ft | 15/19 |
6 | 0.30 | 0.55 | NR | 49 | 20 or 13+5h | 15/20 | 30g | 15/19 | 10, 4 ft | 15/19 |
Climate Zone | Fenestration U-Factor | Skylight U-Factor | Ceiling U-Factor | Frame Wall U- Factor | Mass Wall U-Factorb |
Floor U- Factor | Basement Wall U- Factor | Crawlspace Wall U- Factor |
5 | 0.32 | 0.55 | 0.030 | 0.060 | 0.082 | 0.033 | 0.050 | 0.055 |
6 | 0.30 | 0.55 | 0.026 | 0.057 | 0.060 | 0.033 | 0.050 | 0.055 |
Climate Zone | Fenestratin U-Factora |
Skylight U-Factor | Glazed Fenestration SHGC Value | Ceiling R-Value | Min. Average Log Size In Inches | Floor R-Value | Basement Wall R-Valued | Slab R-Value & Depthb |
Crawl Space Wall R-Valued |
Climate Zone | Fenestratin U-Factora |
Skylight U-Factor | Glazed Fenestration SHGC Value | Ceiling R-Value | Min. Average Log Size In Inches | Floor R-Value | Basement Wall R-Valued | Slab R-Value & Depthb |
Crawl Space Wall R-Valued |
5, 6 - High efficiency equipment pathc | 0.32 | 0.60 | NR | 49 | 5 | 30 | 15/19 | 10, 4 ft. | 10/13 |
5 | 0.32 | 0.60 | NR | 49 | 8 | 30 | 10/13 | 10, 2 ft. | 10/13 |
6 | 0.30 | 0.60 | NR | 49 | 8 | 30 | 15/19 | 10, 4 ft. | 10/13 |
a. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. | |||||||||
b. R-5 shall be added to the required slab edge R-values for heated slabs. | |||||||||
c. 90% AFUE natural gas or propane, 84% AFUE oil, or 15 SEER heat pump heating equipment (zonal electric resistance heating equipment such as electric base board electric resistance heating equipment as the sole source for heating is considered compliant with the high efficiency equipment path). | |||||||||
d. "15/19" means R-15 continuous insulated sheathing on the interior or exterior of the home or R-19 cavity insulation at the interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulated sheathing on the interior or exterior of the home. "10/13" means R-10 continuous insulated sheathing on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. | |||||||||
Climate Zone | Energy Rating Indexa |
5 | 68 |
6 | 68 |