Page 74 - ICC IEBC 2018

CHAPTER 11
ADDITIONS

User note:
About this chapter: Chapter 11 provides the requirements for additions, which correlate to the code requirements for new construction.
There are, however, some exceptions that are specifically stated within this chapter. An “Addition” is defined in Chapter 2 as “an extension or
increase in the floor area, number of stories or height of a building or structure.” Chapter 11 contains the minimum requirements for an addi-
tion that is not separated from the existing building by a fire wall.

SECTION 1101 snow load, including snow drift effects, of more than 5 per-
GENERAL cent shall be replaced or altered as needed to carry the gravity
1101.1 Scope. An addition to a building or structure shall loads required by the International Building Code for new
comply with the International Codes as adopted for new con- structures. Any existing gravity load-carrying structural ele-
struction without requiring the existing building or structure ment whose gravity load-carrying capacity is decreased as
to comply with any requirements of those codes or of these part of the addition and its related alterations shall be consid-
provisions, except as required by this chapter. Where an addi- ered to be an altered element subject to the requirements of
tion impacts the existing building or structure, that portion Section 806.2. Any existing element that will form part of the
shall comply with this code. lateral load path for any part of the addition shall be consid-
ered to be an existing lateral load-carrying structural element
1101.2 Creation or extension of nonconformity. An addi- subject to the requirements of Section 1103.3.
tion shall not create or extend any nonconformity in the exist-
ing building to which the addition is being made with regard Exception: Buildings of Group R occupancy with not
to accessibility, structural strength, fire safety, means of more than five dwelling units or sleeping units used solely
egress, or the capacity of mechanical, plumbing, or electrical for residential purposes where the existing building and
systems. the addition together comply with the conventional light-
frame construction methods of the International Building
1101.3 Other work. Any repair or alteration work within an
existing building to which an addition is being made shall Code or the provisions of the International Residential
comply with the applicable requirements for the work as clas- Code.
sified in Chapter 6. [BS] 1103.2 Lateral force-resisting system. Where the
addition is structurally independent of the existing structure,
existing lateral load-carrying structural elements shall be per-
SECTION 1102 mitted to remain unaltered. Where the addition is not struc-
HEIGHTS AND AREAS turally independent of the existing structure, the existing
1102.1 Height limitations. An addition shall not increase the structure and its addition acting together as a single structure
height of an existing building beyond that permitted under the shall meet the requirements of Sections 1609 and 1613 of the
applicable provisions of Chapter 5 of the International Build- International Building Code using full seismic forces.
ing Code for new buildings. Exceptions:
1102.2 Area limitations. An addition shall not increase the 1. Buildings of Group R occupancy with not more than
area of an existing building beyond that permitted under the five dwelling or sleeping units used solely for resi-
applicable provisions of Chapter 6 of the International Build- dential purposes where the existing building and the
ing Code for new buildings unless fire separation as required addition comply with the conventional light-frame
by the International Building Code is provided.
construction methods of the International Building
Exception: In-filling of floor openings and nonoccupiable Code or the provisions of the International Residen-
appendages such as elevator and exit stairway shafts shall tial Code.
be permitted beyond that permitted by the International
Building Code. 2. Any existing lateral load-carrying structural element
whose demand-capacity ratio with the addition con-
1102.3 Fire protection systems. Existing fire areas increased sidered is not more than 10 percent greater than its
by the addition shall comply with Chapter 9 of the Interna- demand-capacity ratio with the addition ignored
tional Building Code.
shall be permitted to remain unaltered. For purposes
of calculating demand-capacity ratios, the demand
shall consider applicable load combinations with
SECTION 1103 design lateral loads or forces in accordance with
STRUCTURAL
Sections 1609 and 1613 of the International Build-
[BS] 1103.1 Additional gravity loads. Any existing gravity ing Code. For purposes of this exception, compari-
load-carrying structural element for which an addition and its sons of demand-capacity ratios and calculation of
related alterations cause an increase in design dead, live or design lateral loads, forces and capacities shall

2018 INTERNATIONAL EXISTING BUILDING CODE ® 55
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