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  • EDITORIAL CHANGES – SECOND PRINTING

    Page 12, AMBULATORY CARE FACILITY: line 3 now reads . . .or similar care on a less than 24-hour basis to persons who are

    Page 13, new definition now reads . . .[F] AUTOMATIC WATER MIST SYSTEM. A system consisting of a water supply, a pressure source, and a distribution piping system with attached nozzles, which, at or above a minimum operating pressure, defined by its listing, discharges water in fine droplets meeting the requirements of NFPA 750 for the purpose of the control, suppression or extinguishment of a fire. Such systems include wet-pipe, dry-pipe and preaction types. The systems are designed as engineered, preengineered, local-application or total-flooding systems.

    Page 16, COMMON PATH OF EGRESS TRAVEL: line 4 now reads . . .separate and distinct access to two exits or exit access door-

    Page 20, EXISTING STRUCTURE title now reads . . .[BS] EXISTING STRUCTURE.

    Page 21, [BS] FIBER-REINFORCED POLYMER title now reads . . . FIBER-REINFORCED POLYMER.

    Page 22, FIRE PROTECTION RATING: line 3 now reads . . . as determined by tests specified in Section 716. Ratings are

    Page 24, [BS] FLOOD HAZARD AREA SUBJECT TO HIGH VELOCITY WAVE ACTION has been deleted.

    Page 24, [BS] FOLDING AND TELESCOPIC SEATING title now reads . . . FOLDING AND TELESCOPIC SEATING.

    Page 25, [BS] GUARD title now reads . . . GUARD.

    Page 25, [BS] HANDRAIL title now reads . . . HANDRAIL.

    Page 26, [BS] HURRICANE-PRONE REGIONS: Item 1, line 3 now reads . . . egory II buildings is greater than 115 mph (51.4 m/s);

    Page 28, LOWEST FLOOR title now reads . . . [BS] LOWEST FLOOR.

    Page 31, [BS] PLASTIC LUMBER title now reads . . . PLASTIC LUMBER.

    Page 32, [BS] PORCELAIN TILE now reads . . . [BS] PORCELAIN TILE. Tile that conforms to the requirements of ANSI A137.1.3, Section 3.0 for ceramic tile having an absorption of 0.5 percent or less in accordance with ANSI A137.1, Section 4.1 and Section 6.1 Table 10.

    Page 33 [EB] REROOFING title now reads . . . [BS] REROOFING.

    Page 33 [BS] RESTICTED ENTRANCE title now reads . . . RESTICTED ENTRANCE.

    Page 33 [EB] ROOF RECOVER title now reads . . . [BS] ROOF RECOVER.

    Page 33 [EB] ROOF REPAIR title now reads . . . [BS] ROOF REPAIR.

    Page 33 [EB] ROOF REPLACEMENT title now reads . . . [BS] ROOF REPLACEMENT.

    Page 34, SKYLIGHT, UNIT title now reads . . . [BS] SKYLIGHT, UNIT.

    Page 34, SKYLIGHTS AND SLOPED GLAZING title now reads . . . [BS] SKYLIGHTS AND SLOPED GLAZING.

    Page 34, SMOKEPROOF ENCLOSURE: line 1 now reads . . . SMOKEPROOF ENCLOSURE. An exit stairway or ramp

    Page 35, [BS] SPECIAL INSPECTION: Item 1, line 2 now reads . . . special inspector who is present continuously when and

    Page 35, [BS] SPLICE title now reads . . . SPLICE.

    Page 35, START OF CONSTRUCTION title now reads . . . [BS] START OF CONSTRUCTION.

    Page 36, [BS] STEEL MEMBER, STRUCTURAL has been deleted.

    Page 36, [BS] STORM SHELTER title now reads . . . STORM SHELTER.

    Page 37, SUBSTANTIAL DAMAGE title now reads . . . [BS] SUBSTANTIAL DAMAGE.

    Page 37, SUBSTANTIAL IMPROVEMENT title now reads . . . [BS] SUBSTANTIAL IMPROVEMENT.

    Page 39, VEHICLE BARRIER now reads . . . VEHICLE BARRIER. A component or a system of components, near open sides or walls of garage floors or ramps that act as a restraint for vehicles.

    Page 40, WILDLAND-URBAN INTERFACE AREA has been deleted.

    Page 40, [BS] WIND-BORNE DEBRIS REGION: Item 2, line 2 now reads . . . mph (63.6 m/s) or greater.

    Page 47, [F] TABLE 307.1(2): column 2, row 2 now reads . . . Solid poundsd, e

    Page 47, [F] TABLE 307.1(2): column 3, row 2 now reads . . . Liquid gallons (pounds)d, e

    Page 47, [F] TABLE 307.1(2): column 4, row 3, line 1 now reads . . . Gaseous 810e

    Page 47, [F] TABLE 307.1(2): column 6, row 2 now reads . . . Liquid gallons (pounds)d

    Page 48, Section 310.6: line 7 now reads . . . and constructed in accordance with Section 415.11.

    Page 50, Section 310.6: first paragraph now reads . . . 310.6 Residential Group R-4. Residential Group R-4 occupancy shall include buildings, structures or portions thereof for more than five but not more than 16 persons, excluding staff, who reside on a 24-hour basis in a supervised residential environment and receive custodial care. Buildings of Group R-4 shall be classified as one of the occupancy conditions specified in Section 310.6.1 or 310.6.2. This group shall include, but not be limited to, the following:

    Page 59, Section [F] 403.4.8: line 4 now reads . . . fied in Section 403.4.8.3. An emergency power system

    Page 59, Section [F] 403.4.8: line 6 now reads . . . emergency power loads specified in Section 403.4.8.4.

    Page 59, Section [F] 403.5.1: line 11 now reads . . . stairways shall be counted as one interior exit stairway.

    Page 60, Section 403.5.4: line 5 now reads . . . Sections 909.20 and 1023.11.

    Page 62, Section 405.7.2: line 5 now reads . . . vided in Section 1023.11.

    Page 66, Section 407.2: line 5 now reads . . . through 407.2.6.

    Page 67, Section 407.4.1: Exception 2, line 2 now reads . . . Section 407.4.4.

    Page 68, Section 407.8: first paragraph now reads . . . [F] 407.8 Automatic fire detection. Corridors in Group I-2, Condition 1 occupancies and spaces permitted to be open to the corridors by Section 407.2 shall be equipped with an automatic fire detection system.

    Page 92, Section 419.9: line 6 now reads . . . 1107.6.2.1, the plumbing fixtures specified by Chapter 29

    Page 95, Section 425.1: line 2 now reads . . . the requirements contained in Chapter 14 of NFPA 99.

    Page 101, Section 505.3: line 8 now reads . . . zanine and such platforms and the walkways, stairways,

    Page 105, Section 507.1.1: line 4 now reads . . . requirements of Sections 507.3 through 507.13 shall be

    Page 105, Section 507.4: Exception 1, line 5 now reads . . . Sections 507.4 and 903.3.1.1 and Chapter 32 of the

    Page 106, Section 507.4.1: line 5 now reads . . . Section 507.4, provided all of the following criteria are

    Page 106, Section 507.8: line 4 now reads . . . with Sections 507.4 and 507.5 and the provisions of Sections

    Page 109, TABLE 509: column 2, row 6 now reads . . . 2 hours and provide automatic sprinkler system

    Page 109, TABLE 509: column 2, row 10 now reads . . . 1 hour or provide automatic sprinkler system

    Page 111, Section 510.7.1: line 16 now reads . . . Section 707 with self-closing doors complying with Sec-

    Page 114, Section 602.4.3: lines 8 and 9 now read . . . manner. Protection in accordance with Section 704.2 is not required.

    Page 114, TABLE 602: column 5, row 1 now reads . . . OCCUPANCY GROUP A, B, E, F-2, I, R, S-2, Uh

    Page 114, TABLE 602: note h has been added and now reads . . . 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.

    Page 123, TABLE 705.8: column 1, row 5 now reads . . . 10 to less than 15e, f, g, j

    Page 123, TABLE 705.8: column 1, row 5 now reads . . . 15 to less than 20f, g, j

    Page 123, TABLE 705.8: column 1, row 5 now reads . . . 20 to less than 25f, g, j

    Page 123, TABLE 705.8: column 1, row 5 now reads . . . 25 to less than 30f, g, j

    Page 123, TABLE 705.8: note j now reads . . . j. The area of openings in a building containing only a Group U occupancy private garage or carport with a fire separation distance of 5 feet (1523 mm) or greater shall not be limited.

    Page 143, Section 716.7.1: line 7 now reads . . . 707.3.6, 707.3.7 and 707.3.9 where the fire-resistance

    Page 152, Section 722.1: line 12 now reads . . . with Chapter 16 of ANSI/AWC National Design Specifica-

    Page 206, Section [F] 806.3: line 4 now reads . . . ceilings shall comply with Section 806.4 and shall not exceed

    Page 213, Section [F] 903.2.11.1: Item 1, lines 3 and 4 now read . . . with Section 1011 or an outside ramp complying with Section 1012. Openings shall be located in

    Page 235, Section [F] 909.5: first paragraph now reads . . . [F] 909.5 Smoke barrier construction. Smoke barriers required for passive smoke control and a smoke control system using the pressurization method shall comply with Section 709. The maximum allowable leakage area shall be the aggregate area calculated using the following leakage area ratios:

    Page 242, Section 909.20.6.1: Exception 1, line 2 now reads . . .hour rated cable.

    Page 255, Section 1006.3 now reads . . .1006.3 Egress from stories or occupied roofs. The means of egress system serving any story or occupied roof shall be provided with the number of exits or access to exits based on the aggregate occupant load served in accordance with this section. The path of egress travel to an exit shall not pass through more than one adjacent story.

    Page 255, Section 1006.3.1: lines 2 and 3 now read . . .occupied roof shall have the minimum number of independent exits, or access to exits, as specified in Table

    Page 255, Section 1006.3.2: Item 1 now reads . . .1. The occupant load, number of dwelling units and common path of egress travel distance does not exceed the values in Table 1006.3.2(1) or 1006.3.2(2).

    Page 256, Section 1006.3.2.2 has been deleted.

    Page 261, Section 1010.1.4.1: Item 5 now reads . . .5. An emergency stop switch shall be provided near each entry point of power or automatic operated revolving doors within 48 inches (1220 mm) of the door and between 24 inches (610 mm) and 48 inches (1220 mm) above the floor. The activation area of the emergency stop switch button shall be not less than 1 inch (25 mm) in diameter and shall be red.

    Page 261, TABLE 1010.1.4(2): table number now reads . . .TABLE 1010.1.4.1(2).

    Page 262, Section 1010.1.4.3: Item 3, lines 3 and 4 now read . . .motion and 15 pounds (67 N) to close the door or open it to the minimum required width.

    Page 270, Section 1011.14.1: line 3 now reads . . .devices and shall comply with Section 1014.

    Page 274, Section 1015.1: line 2 now reads . . .Sections 1015.2 through 1015.7. Operable windows with sills

    Page 274, Section 1015.1: line 4 now reads . . .or other surface below shall comply with Section 1015.8.

    Page 279, TABLE 1020.2: column 1, row 7 now reads . . .In corridors and areas serving stretcher traffic in occupancies where patients receive outpatient medical care that causes the patient to be incapable of self-preservation

    Page 289, Section 1029.9.1: Item 2, exception line 2 now reads . . .between a stepped aisle handrail and seating

    Page 289, Section 1029.9.7: line 4 now reads . . .aisle walking surface requirements of Section 1029.13.

    Page 289, Section 1029.9.8: line 4 now reads . . .ing surface requirements of Section 1029.13. Transitions

    Page 289, Section 1029.10.1: line 4 now reads . . .dimensions shall comply with Section 1029.13 as one exit

    Page 289, Section 1029.10.2: line 5 now reads . . .tions 1029.10.2.1 through 1029.10.3.

    Page 291, Section 1029.13.1.3: lines 2 and 3 now read . . .have edge protection in accordance with Sections 1012.10 and 1012.10.1.

    Page 292, Section 1029.14: Exception 2, line 2 now reads . . .poses or portions thereof with seating at tables and

    Page 295, Section 1103.2.2: line 3 now reads . . .ply with Sections 907.5.2.3.1, 1009 and 1104.3.1 and shall

    Page 301, Section 1107.6.4 now reads . . .1107.6.4 Group R-4. Accessible units and Type B units shall be provided in Group R-4 occupancies in accordance with Sections 1107.6.4.1 and 1107.6.4.2. Bedrooms in Group R-4 facilities shall be counted as sleeping units for the purpose of determining the number of units.

    Page 301, Section 1107.6.4.1 now reads . . .1107.6.4.1 Accessible units. In Group R-4 Condition 1, at least one of the sleeping units shall be an Accessible unit. In Group R-4 Condition 2, at least two of the sleeping units shall be an Accessible unit.

    Page 1107.6.4.2: first paragraph now reads . . .1107.6.4.2 Type B units. In structures with four or more sleeping units intended to be occupied as a residence, every sleeping unit intended to be occupied as a residence shall be a Type B unit.

    Page 307, Section 1109.13: Exception 7, line 3 now reads . . .ted to comply with Section 1010.1.9.2.

    Page 310, Section 1111.1: Item 9, line 2 now reads . . .1009.9.

    Page 310, Section 1111.1: Item 10, line 2 now reads . . .Section 1009.9.

    Page 310, Section 1111.2: Item 5, line 4 now reads . . .Section 1009.10.

    Page 311, Section 1203.3: Item 4, line 3 now reads . . .have a Class II vapor retarder coating or covering in

    Page 312, Section 1203.3, Item 5.2, line 2 now reads . . .air-impermeable insulation layer, it shall be

    Page 314, Section 1205.5: line 2 now reads . . .shall be illuminated in accordance with Section 1008.1.

    Page 321, Section 1405.3: line 4 now reads . . .accepted engineering practice for hygrothermal analysis.

    Page 321, TABLE 1405.2: column 2, row 22 now reads . . .0.25

    Page 322, Section [BS] 1405.6: line 3 now reads . . .1405.7, 1405.8 and 1405.9 and Sections 12.1 and 12.2 of

    Page 322, Section [BS] 1405.6.2: line 3 now reads . . .shall conform to the requirements of Section 12.2.2.10 of

    Page 323, Section [BS} 1405.10: line 3 now reads . . .section and Sections 12.1 and 12.3 of TMS 402/ACI 530/

    Page 329, TABLE 1407.11.3.4: column 4, row 7 now reads . . .Not Limited

    Page 349, Section [BG] 1510.5.1: line 14 now reads . . .711. Such structures located on the top of a building

    Page 350, Section [BS] 1510.6.3 title now reads . . .[BG] 1510.6.3

    Page 350, Section [BS] 1510.7 title now reads . . .[BG] 1510.7

    Page 350, Section [BS] 1510.7.1 title now reads . . .[BG] 1510.7.1

    Page 350, Section [BS] 1510.7.2 title now reads . . .[BG] 1510.7.2

    Page 350, Section [BS] 1510.7.3 title now reads . . .[BG] 1510.7.3

    Page 350, Section [BS] 1510.7.4 title now reads . . .[BG] 1510.7.4

    Page 350, Section [BS] 1510.8 title now reads . . .[BG] 1510.8

    Page 350, Section [BS] 1510.8.1 title now reads . . .[BG] 15108.1

    Page 350, Section [BS] 1510.8.2 title now reads . . .[BG] 1510.8.2

    Page 350, Section [BS] 1510.8.3 title now reads . . .[BG] 1510.8.3

    Page 350, Section [BS] 1510.8.4 title now reads . . .[BG] 1510.8.4

    Page 350, Section [BS] 1510.8.5 title now reads . . .[BG] 1510.8.5

    Page 350, Section [BS] 1510.9 title now reads . . .[BG] 1510.9

    Page 356, Section 1604.6: line 6 now reads . . .dance with Section 1708.

    Page 356, Section 1604.7: line 6 now reads . . .accordance with Section 1719.

    Page 367, Section 1609.1.2.1: line 4 now reads . . .meet the requirements of AMCA 540.

    Page 406, Section 1704.5: Item 6, line 3 reads . . .specified in Section 26.6.4 of ACI 318 for reinforcing

    Page 408, TABLE 1705.3: column 4, row 2, line 2 now reads . . .25.3, 26.6.1-26.6.3

    Page 408, TABLE 1705.3: column 4, row 3, line 2 now reads . . .ACI 318: 26.6.4

    Page 408, TABLE 1705.3: column 4, row 7, line 3 now reads . . .ACI 318: 26.4, 26.12

    Page 408, TABLE 1705.3: column 4, row 8 now reads . . .ACI 318: 26.5

    Page 408, TABLE 1705.3: column 4, row 9 now reads . . .ACI 318: 26.5.3-26.5.5

    Page 408, TABLE 1705.3: column 4, row 10 now reads . . .ACI 318: 26.10

    Page 408, TABLE 1705.3: column 4, row 12 now reads . . .ACI 318: 26.11.2

    Page 408, TABLE 1705.3: column 4, row 13 now reads . . .ACI 318: 26.11.1.2(b)

    Page 430, Section 1808.8.2: line 8 now reads . . .20.6.1.3.4 of ACI 318. Concrete cover shall be measured

    Page 430, TABLE 1808.8.2: column 2, row 2 now reads . . .In accordance with Section 20.6 of ACI 318

    Page 430, TABLE 1808.8.2: column 2, row 3, line 3 now reads . . .In accordance with Section 20.6.1.3.3 of ACI 318

    Page 430, TABLE 1808.8.2: column 2, row 4, line 2 now reads . . .In accordance with Section 20.6.1.3.3 of ACI 318

    Page 431, Section 1808.8.5: line 5 now reads . . .accordance with Section 26.11 of ACI 318.

    Page 432, Section 1809.12: line 12 now reads . . .specified in the ANSI/AWC NDS.

    Page 434, Section 1810.3.2.1.2: line 1 now reads . . .1810.3.2.1.2 ACI 318 Equation (25.7.3.3). Where

    Page 434, Section 1810.3.2.1.2: line 4 now reads . . .of ACI 318, compliance with Equation (25.7.3.3) of

    Page 434, Section 1810.3.2.4: line 3 now reads . . .ANSI/AWC NDS. Round timber elements shall con-

    Page 448, Section 1905.1.3: paragraph 3 now reads . . .18.5.2.3 – For elements of the connection that are not designed to yield the required strength shall be based on 1.5 Sy of the yielding portion of the connection.

    Page 488, Section 2305.1: line 4 now reads . . .with AWC SDPWS and the applicable provisions of Sections

    Page 488, Section 2305.2: line 3 now reads . . .AWC SDPWS. The deflection (Δ) of a blocked wood struc-

    Page 490, Section 2306.1: Standard ASABE EP 486.1 now reads . . .ASABE EP 486.2

    Page 490, Section 2306.1: Standard ASABE 559 now reads . . .ASABE 559.1

    Page 493, TABLE 2306.2(1): Note a, line 1 now reads . . .a. For framing of other species: (1) Find specific gravity for species of lumber in ANSI/AWC NDS. (2) For staples find shear value from table above for

    Page 493, TABLE 2306.2(1): Note f, line 1 now reads . . .f. For shear loads of normal or permanent load duration as defined by the ANSI/AWC NDS, the values in the table above shall be multiplied by 0.63 or 0.56,

    Page 494, TABLE 2306.2(2): Note a, line 1 now reads . . .a. For framing of other species: (1) Find specific gravity for species of framing lumber in ANSI/AWC NDS. (2) For staples, find shear value from table above

    Page 494, TABLE 2306.2(2): Note h, line 1 now reads . . .h. For shear loads of normal or permanent load duration as defined by the ANSI/AWC NDS, the values in the table above shall be multiplied by 0.63 or 0.56,

    Page 496, TABLE 2306.3(1): Note a, line 1 now reads . . .a. For framing of other species: (1) Find specific gravity for species of lumber in ANSI/AWC NDS. (2) For staples find shear value from table above for

    Page 496, TABLE 2306.3(1): Note g, lines 3 and 4 now read . . .transfer the design shear value between framing members. Wood structural panel joint and sill plate nailing shall be staggered at all panel edges. See ANSI/AWC SDPWS for sill plate size and anchorage requirements.

    Page 496, TABLE 2306.3(1): Note i, line 1 now reads . . .i. For shear loads of normal or permanent load duration as defined by the ANSI/AWC NDS, the values in the table above shall be multiplied by 0.63 or 0.56,

    Page 496, TABLE 2306.3(2): column 2, row 2 now reads . . .No. 16 gage galvanized staple, 7/16″ crownf

    Page 496, TABLE 2306.3(2): column 2, row 3 now reads . . .No. 16 gage galvanized staple, 1″ crownf

    Page 496, TABLE 2306.3(2): Note b, line 2 now reads . . .species of framing lumber in ANSI/AWC NDS. (2) For staples, multiply the shear value from the table above by 0.82 for species with specific gravity of 0.42

    Page 497, TABLE 2306.3(3): Note a, line 1 now reads . . .a. These shear walls shall not be used to resist loads imposed by masonry or concrete walls (see ANSI/AWC SDPWS). Values shown are for short-term loading

    Page 498, Section 2308.2.6: line 4 now reads . . .assigned to Seismic Design Category B, C, D or F.

    Page 550, TABLE 2506.2: rows 2 and 3 have been added and now read . . .

    MATERIALSTANDARD
    Accessories for gypsum boardASTM C1047
    Adhesives for fastening gypsum boardASTM C557

    Page 550, TABLE 2507.2: rows 2, 3 and 6 have been added and now read . . .

    MATERIALSTANDARD
    Accessories for gypsum veneer baseASTM C1047
    Blended cementASTM C595
    Cold-formed steel studs and track, structuralAISI S200 and ASTM C955, Section 8
    Cold-formed steel studs and track, nonstructuralAISI S220 and ASTM C645, Section 10
    Exterior plaster bonding compoundsASTM C932

    Page 551, new section added and now reads . . .508.3.1 Floating angles. Fasteners at the top and bottom plates of vertical assemblies, or the edges and ends of horizontal assemblies perpendicular to supports, and at the wall line are permitted to be omitted except on shear resisting elements or fire-resistance-rated assemblies. Fasteners shall be applied in such a manner as not to fracture the face paper with the fastener head.

    Page 558, FIGURE 2603.8 now reads as shown . . .

    TERMITE INFESTATION PROBABILITY MAP

    FIGURE 2603.8

    TERMITE INFESTATION PROBABILITY MAP

    Page 559, Section 2603.9: line 5 now reads . . .acceptance criteria of Section 803.1.2.1), FM 4880, UL 1040

    Page 567, Section [F] 2702.2.3: line 3 now reads . . .responder radio coverage systems required in Section 916

    Page 580, Section 3008.8.1: line 6 now reads . . .and fire-detecting systems to occupant evacuation eleva-

    Page 587, Section 3109: section title now reads . . .SECTION 3109 SWIMMING POOLS, SPAS AND HOT TUBS

    Page 587, Section 3109.1: now reads . . .3109.1 General. The design and construction of swimming pools, spas and hot tubs shall comply with the International Swimming Pool and Spa Code.

    Page 587, Sections 3109.2 through 3109.5 have been deleted.

    Page 591, Section 3303.7: line 3 now reads . . .this code and the applicable provisions of Chapter 33 of the

    Page 593, Section 3310.2: line 1 now reads . . .[F] 3310.2 Maintenance of means of egress. Required

    Page 598, standard AISI: AISI S200—12 title now reads . . .North American Standard for Cold-Formed Steel Framing-General Provisions, 2012

    Page 598, standard AISI: AISI S210—07(2012) title now reads . . .North American Standard for Cold-Formed Steel Framing-Floor and Roof System Design, 2007 (Reaffirmed 2012)

    Page 598, standard AISI: AISI S213—07/S1-09 (2012) title now reads . . .North American Standard for Cold-Formed Steel Framing-Lateral Design, 2007, with Supplement 1, dated 2009, (Reaffirmed 2012)

    Page 598, standard AISI: S214—12 reference number now reads . . .AISI S214—12

    Page 600, standard APSP has been deleted.

    Page 601, standard ASCE/SEI: ASCE/SEI 24—13 reference number now reads . . .24—14.

    Page 606, standard ASTM: D5456—13 reference number now reads . . .D5456—12

    Page 607, standard ASTM F1346—91 (2010) has been deleted.

    Page 608, standard AWC: ANSI/AWC NDS—2015 reference now reads . . .ANSI/AWC NDS—2015 National Design Specification (NDS) for Wood Construction with 2015 NDS Supplement 202, 722.1, Table 1604.3, 1809.12, 1810.3.2.4, Table 1810.3.2.6, 1905.1.8, 2304.13, 2306.1, Table 2306.2(1), Table 2306.2(2), Table 2306.3(1), Table 2306.3(2), 2307.1

    Page 612, standard GA: GA 600—09 reference number now reads . . .GA 600—12

    Page 614, standard NFPA: 85—14 reference number now reads . . .85—15.

    Page 617, standard TMS: new standard added now reads . . .403—2013 Direct Design Handbook for Masonry Structures 2101.2

    Page 643, Section G801.4: line 3 now reads . . .ments of Section 1804.5.

    Page 645, APPENDIX H: disclaimer added now reads . . .User note: Code change proposals to this appendix will be considered by the IBC – Structural Code Development Committee during the 2016 (Group B) Code Development Cycle. See explanation on page iv.

    Page 649, APPENDIX I: disclaimer added now reads . . .User note: Code change proposals to this appendix will be considered by the IBC – Structural Code Development Committee during the 2016 (Group B) Code Development Cycle. See explanation on page iv.

    Page 653, FIGURE J108.1 reads as shown.

    EDITORIAL CHANGES – THIRD PRINTING

    Page 24: definition GRADE FLOOR OPENING has been deleted.

    Page 116, Section 603.1: Item 18, last line now reads . . .803.13.

    Page 187, Equation 7-12 now reads . .

    Eq7-12_1(Equation 7-12)

    Page 334, TABLE 1504.1.1: column 1, row 1 now reads . . .MAXIMUM BASIC WIND SPEED, Vult, FROM FIGURE 1609.3(1), 1609.3(2), 1609.3(3) OR ASCE 7

    Page 335, Section 1504.5: lines 7 and 8 now read . . .shall be determined from Figure 1609.3(1), 1609.3(2) or 1609.3(3) as applicable.

    Page 386, Section 1612.5: Item 1.2, line 5 now reads . . .2.7.2.1 of ASCE 24, construction documents

    Page 386, Section 1612.5: Item 1.2, line 8 now reads . . .forces in accordance with Section 2.7.2.2 of

    Page 479, TABLE 2304.8(1): note b now reads . . .b. Floor or roof sheathing complying with this table shall be deemed to meet the design criteria of Section 2304.8.