1.    Motor vehicle fuel-dispensing station dispensers.

                    2.    Retail propane-dispensing station dispenser.

                    3.    Compressed natural gas dispensing facilities.

                    4.    Above-ground storage tanks for flammable liquefied gas.
            
                    Or within 300 ft. of any above-ground bulk storage or bulk dispensing area for the following:

                    1.    Flammable or combustible liquid.

                    2.    Flammable gas.

                    3.    Flammable liquefied gas.

    (67)    Amending Section 415.7. Section 415.7 is amended by deleting the word “International.”

    (68)    Amending Section 415.7.1. Section 415.7.1 is amended by deleting the word “International.”

    (69)    Amending Section 415.7.1.4. Section 415.7.1.4 is amended to read:

                 415.7.1.4 Explosion Control. Explosion control shall be provided as specified in the Fire Code.

    (70)    Amending Section 415.7.2. The first sentence of Section 415.7.2 is amended to read:

                    The storage, handling, processing and transporting of flammable and combustible liquids shall be in
            accordance with the International Mechanical Code and the Fire Code.

    (71)    Amending Section 415.7.2.3. Section 415.7.2.3 is amended by deleting the word “International.”

    (72)    Amending Section 415.7.2.5. Section 415.7.2.5 is amended by deleting the word “International.”

    (73)    Amending Section 415.7.2.7. Section 415.7.2.7 is amended by deleting the word “International.”

    (74)    Amending Section 415.7.2.8. The second sentence in Section 415.7.2.8 is amended to read:

                    The mechanical ventilation system shall be as required by the Fire Code and as specified in Title 11, Administrative Rules of the Department of Health, State of Hawaii.

    (75)    Amending Section 415.7.2.9. Section 415.7.2.9 is amended by deleting the word “International.”

    (76)    Amending Section 415.7.3. Section 715.7.3 is amended to read:

                 415.7.3 Liquefied Petroleum Gas Distribution Facilities. The design and construction of propane, butane, propylene, butylenes and other liquefied petroleum gas distribution facilities shall conform to the applicable provisions of Sections 415.7.3.1 through 415.7.3.5.2. The storage and handling of liquefied petroleum gas systems shall conform to the Fire Code. Liquefied petroleum gas distribution facilities shall be ventilated in accordance with Section 415.7.3.1 and Title 11, Administrative Rules of the Department of Health, State of Hawaii.

    (77)    Amending Section 415.7.3.3.3. Section 415.7.3.3.3 is amended by deleting the word “International.”
    
    (78)    Amending Section 415.7.3.5. Section 415.7.3.5 is amended by deleting the word “International.”

    (79)    Amending Section 415.7.4. Section 415.7.4 is amended to read:

                 415.7.4 Dry Cleaning Plants. The construction and installation of dry cleaning plants shall be in accordance with the requirements of this code, the International Mechanical Code, the Plumbing Code, and NFPA 32. Dry cleaning solvents and systems shall be classified in accordance with the Fire Code.

    (80)    Amending Section 415.8. Section 415.8 is amended by deleting the word “International.”
    
    (81)    Amending Section 415.9.1. Section 415.9.1 is amended by deleting the word “International.”

    (82)    Amending Section 415.9.2.7. Section 415.9.2.7 is amended by deleting the word “International.”

    (83)    Amending Section 415.9.2.8. Section 415.9.2.8 is amended by deleting the acronym “ICC.”

    (84)    Amending Section 415.9.5.1. Section 415.9.5.1 is amended by deleting the word “International.”

    (85)    Amending Section 415.9.7.2. Section 415.9.7.2 is amended by deleting the word “International.”

    (86)    Amending Section 416.1. Section 416.1 is amended by deleting the word “International.”
    
    (87)    Adding Section 419. A new Section 419 is added to read:

    


            SECTION 419 – COOKING UNIT CLEARANCE

                 419.1 Minimum Vertical Clearance. There shall be a minimum vertical clearance of not less than 30 inches between the cooking top of domestic oil, gas, and electric ranges and the underside of unprotected combustible material above such ranges. When the underside of such combustible material is protected with insulating millboard at least ¼-inch (6.4 mm) thick covered with sheet metal of not less than 0.021-inch thick (No. 28 U.S. gage) or a metal ventilating hood, the distance shall be not less than 24 inches (610 mm).

                 419.2 Minimum Horizontal Clearance. The minimum horizontal clearance from the burner heads(s) of a top (or surface) cooking unit to combustible walls extending above the cooking surface shall be not less than 12 inches (305 mm).

                     EXCEPTION: Walls of combustible materials may be installed within 12 inches (305 mm) of a cooking unit, provided there is protection equivalent to ½-inch (12.7 mm) gypsum wallboard covered with laminated plastic on wood backing.

                 419.3 Surface Finish. Where alternate materials other than as specified in Section 419.1 and the exception to Section 419.2 are used as approved by the building official, the surface of such material shall have a smooth, nonabsorbent finish.

(88)    Adding Section 420. A new Section 420 is added to read:

                SECTION 420 – FENCES

                 420.1 General. Fences shall be constructed in accordance with this code, the Land Use Ordinance and ROH Section 15-24.6. In areas where fence height is not regulated under the Land Use Ordinance, fences over 6 feet in height will be subject to the approval of the fire department as to access.

                 420.2 Barbed or Razor Wire Fences. Barbed or razor wire shall not be used for construction of any fence.

                     EXCEPTIONS:

                    1.     Barbed or razor wire may be used in fences enclosing the following premises, provided that barbed
                        or razor wire shall be placed along or above the height of 6 feet from the ground, subject to the
                        approval of the fire department.

                        1.1    Any “public utility” as defined in HRS Section 269-1.
                        
                        1.2    Premises in industrial zoned districts and used for storage or handling of hazardous materials,
                            and premises zoned I-2 or I-3, intensive or waterfront industrial districts which are used for
                            industrial purposes and are not adjacent to premises used for other purposes.

                        1.3    Zoos for keeping animals and birds for public view or exhibition; and

                        1.4    Jails, prisons, reformatories, and other institutions which are involved in law enforcement or
                            military activities where security against entry is an important factor.
    
                    2.    Barbed wire may be used in fences enclosing premises used for pasturing cattle or raising swine.

                 420.3 Construction Barrier. See Section 3306 for fences allowed during construction or demolition.

    (89)    Adding Section 421. A new Section 421 is added to read:

                SECTION 421 – AGRICURAL BUILDINGS

                 421.1 Appendix C. Appendix C, Group U – Agricultural Buildings is by reference incorporated herein and made a part of this code.

                 421.2 Horticulture Buildings. Buildings and structures of Group U for horticultural use with covering of wire screen, cheesecloth, or nonrigid plastic sheets are not required to conform to the requirements of Chapters 3-9, 11-26, 28, 30, 31, and 34 of this code when located in areas zoned for agriculture use and not part of any other structure.

    (90)    Adding Section 422. A new Section 422 is added to read:

                 Section 422 – TENT STRUCTURES
    
                 422.1 Tent Structures. Tent structures that stand alone and use a membrane material of canvas or pliable material supported by an approved manner except by air or the contents it protects shall be erected in accordance with the following prescriptive standards:
                

1.	Membrane material:	Membranes shall be either noncombustible as set forth in Section 703.4 or flame resistant as determined in accordance with NFPA 701.
2.	Maximum aggregate area:	200 square feet.
3.	Location on property:	Minimum 5 feet separation on all sides.
4.	Maximum height:	10 feet.
5.	Foundation/footing:	3-inch concrete slab or concrete pier footings measuring 2 feet by 2 feet by 1 foot or 18 inches by 18 inches.
6.	Frame support:	Frame support shall meet requirements of ROH Chapter 16.

    (91)    Amending Section 501.2 Section 501.2 is amended to read:

                 501.2 Premises Identification. Numbers shall be provided for all new buildings as specified in ROH Section 2-9.2.

    (92)    Amending Section 506.2.2. Section 506.2.2 is amended by adding the exception:

                     EXCEPTION: For the purposes of this section, an adjoining private right-of-way may be considered in determining open spaces if the owner of the premises for which the building permit application is filed owns a portion thereof.

    (93)    Adding Section 508.8 Section 508.8 is added to read:

                 508.8 Carport. A carport constructed of Type V-B construction on a hillside may exceed one story in height provided the space below the carport floor is unused or used for Group U occupancy only.

    (94)    Amending Section 603.1.2. Section 603.1.2 is amended by replacing “International Plumbing Code”
        with “Plumbing Code.”

    (95)    Amending Section 603.1.3. Section 603.1.3 is amended by deleting the acronym “ICC.”

    (96)    Amending Section 702. Section 702 is amended by amending the definition of “FIRE SEPARATION
        DISTANCE” to read:

                     FIRE SEPARATION DISTANCE. The distance measured from the building face to the closest boundary line, to the centerline of a street, alley or public way, or to an imaginary line between two buildings on the property. For the purposes of this section, lot lines established within a joint, cluster, or similar development under the Land Use Ordinance and boundary lines established for condominium ownership purposes only shall not be considered as boundary lines. The distance shall be measured at right angles from the face of the wall.

    (97)    Amending Section 704.2. Section 704.2 is amended to read:

                 704.2 Projections. Cornices, eave overhangs, exterior balconies and similar architectural appendages extending beyond the floor area shall conform to the requirements of this section and Section 1406. Exterior egress balconies and exterior exit stairways shall also comply with Section 1022. Projects shall not extend:

                    (a)    (1)     A point one third the distance to the property line from an assumed vertical plane located where
                            fire-resistive protection of openings is first required due to location on property, or

                        (2)     A point one third the distance to the property line from an exterior wall, whichever is the least
                            restrictive; or

                    (b) More than 12 inches into areas where openings are prohibited, whichever is the most restrictive.
    
    (98)    Amending Section 704.8.2. Section 704.8.2 is amended by deleting the word “International.”

    (99)    Amending Section 705.6. Section 705.6 is amended by adding Exception number 6 to read:

                    6. Fire walls for Type IA or IB buildings sprinklered throughout in Group R-1 apartment house occupancies with not more than two dwelling units on any floor need not extend to the ground floor lobby or parking garage below the second floor.

(100)    Amending Section 706.1. Section 706.1 is amended by deleting the word “International.”    

(101)    Amending Section 717.5. Section 717.5 is amended by amending Exception 4 to read:

                    4. Combustible piping within partitions or enclosed shafts installed in accordance with the provisions
                of this code. Combustible piping shall be permitted within concealed ceiling spaces where installed in
                accordance with the Plumbing Code.

(102)    Amending Section 719. Section 719 is amended as follows:

        a.    Delete Exception 3 in Section 719.1.

        b.    A new Section 719.8 is added to read:

             71 9.8 Insulation on or within ducts and plenums. For the purpose of this section, DUCT is any tube or conduit for transmission of air. This definition shall not include:

                    1.    A vent, a vent connector or a chimney connector.

                    2.    Any tube or conduit wherein the pressure of the air exceeds one pound per square inch.

                    3.    The air passages of listed self-contained systems.

                    Only approved materials shall be installed within ducts and plenums for insulating, sound deadening or other purposes. All such materials shall have a mold-, humidity- and erosion-resistant face that has met the requirements of U.L. Standard 181. Duct liners shall conform to ASTM Standard 1071 and installation shall conform to Sheet Metal and Air Conditioning Contractors’ National Association Duct Construction Standards, Metal and Flexible.

                    Insulation applied to the exterior surface of ducts located in buildings shall have a flame spread of not more than 25 and a smoke-density of not more than 50 when tested as a composite installation, including insulation, facing materials, tapes, and adhesives as normally applied.

                     EXCEPTION: Insulation having a flame-spread index not exceeding 50 and a smoke-density not greater than 100 may be installed in dwellings or apartment houses where the duct system serves not more than one dwelling unit.

                    Faced insulations intended for installation on the exterior of ducts shall be legibly printed with the name of the manufacturer, nominal thickness of insulation, and the flame-spread and smoke-developed ratings of the composite material.

(103)    Amending Section 901.2. Section 901.2 is amended by deleting the word “International” and by adding a third
        paragraph to read:

                    All buried galvanized steel and other ferrous piping used in connection with fire-extinguishing systems shall be wrapped or otherwise protected against corrosion in accordance with the Plumbing Code provisions for protection of galvanized ferrous piping for potable water.

(104)    Amending Section 901.3. Section 901.3 is amended by deleting the word “International.”

(105)    Amending Sections 901.5 and 901.6.2. Sections 901.5 and 901.6.2 are amended by deleting the word
        “International.”

(106)    A new Section 903.1.2 is added to read:

                 903.1.2 Storage Height Signage. In any building requiring an automatic sprinkler system, with a ceiling height greater than 12 feet, a readily visible metal sign, with letters painted or stenciled, not less than 1 in. (25 mm) high on a contrasting background that states the maximum storage height allowable for the installed sprinkler system, shall be placed next to the main shutoff valve of the automatic sprinkler riser.

(107)    Amending Section 903.2.6.1. Section 903.2.6.1 is amended by deleting the word “International.”

(108)    Amending Section 903.2.7. Section 903.2.7 is amended by adding an Exception to read:

                    EXCEPTION: R-3 residential occupancies, not classified as R-1, R-2, R-4 or I and where buildings do not contain more than two dwelling units as applicable in Section 101.2.

(109)    Amending Section 903.2.10.1. Section 903.2.10.1 is amended by amending item number 2 to read:

                    2. Openings entirely above the adjoining ground level totaling at least 20 square feet (1.86 m2) in each 50 linear feet (15,240 mm), or fraction thereof, of exterior wall in the story on at least one side. Such required openings shall be unobstructed by sunshades, louvers, grillwork or other construction on the exterior wall which will prevent or hinder access to the openings by the fire department personnel.

(110)    Amending Section 903.2.11. Section 903.2.11 is amended by deleting the word “International.”

(111)    Amending Section 903.3.1.1.1. Section 903.3.1.1.1 is amended by adding the following:

                    5. Closets having an area of less than 12 square feet (1.1 m²) in individual dwelling units in R-1, and R-2 occupancies, shall not be required to be sprinklered. Closets that contain equipment such as washers, dryers, furnaces or water heaters shall be sprinklered regardless of size.
        
(112)    Amending Section 903.3.1.3. Section 903.3.1.3 is amended by deleting “one- and two-family dwellings” and
        replacing it with “R-3 residential occupancies.”

(113)    Amending Section 903.3.5. Section 903.3.5 is amended by deleting the word “International.”

(114)    Deleting Section 903.3.5.2. Section 903.3.5.2 is deleted.

(115)    Amending Section 903.3.7. Section 903.3.7 is amended by replacing “building official” with “fire chief.”

(116)    Amending Section 903.4.1. Section 903.4.1 is amended by adding a sentence immediately before Exception 1
        to read:

                    Alarm, supervisory and trouble signals shall be monitored on the island of Oahu.

(117)    Amending Section 903.5. Section 903.5 is amended by deleting the word “International.”

(118)    Amending Section 904.2.1. Section 904.2.1 is amended to read:

                904.2. 1 Hood System Suppression. Each required commercial kitchen exhaust hood and duct system required by the Fire Code or the Mechanical Code to have a Type I hood shall be protected with an approved automatic fire-extinguishing system installed in accordance with the Fire Code.

(119)    Amending Section 904.3.1. Section 904.3.1 is amended by deleting the acronym “ICC.”

(120)    Amending Section 905.1. Section 905.1 is amended to read:

                 905.1 General. Standpipe systems shall be provided in new buildings and structures in accordance with this section. Fire hose threads used in connection with standpipe systems shall be approved and shall be compatible with fire department hose threads. All hose connection outlets shall be installed so that a 12-inch long wrench may be used in connecting the hose with clearance for the wrench on all sides of the outlet. All horizontal runs of standpipe systems shall be sloped to a drain valve at the low point of the system, the drain value shall be arranged to discharge at an approved location.

(121)    Amending Section 905.3.6. Section 905.3.6 is amended by deleting the word “International.”

(122)    Amending Section 906.1. Section 906.1 is amended by deleting the word “International.”

(123)    Amending Section 907.1. Section 907.1 is amended to read:

                 907.1 General. Fire alarm systems and their components shall be as required by the Fire Code.

(124)    Amending Section 909.3. Section 909.3 is amended by substituting reference to Section 1704 with Section
        912.

(125)    Amending Section 909.11. Section 909.11 is amended by deleting the acronym “ICC.”

(126)    Amending Section 909.12.1. Section 909.12.1 is amended by deleting the acronym “ICC.”

(127)    Amending Section 909.16.3. Section 909.16.3 is amended by deleting the acronym “ICC.”

(128)    Amending Section 909.20. Section 909.20 is amended by deleting the word “International.”

(129)    Amending Section 910.2.3. Section 910.2.3 is amended by deleting the word “International.”

(130)    Amending Section 911.1. Section 911.1 is amended to read:

                9 11.1 Features. Where required by other sections of this code, a fire command center shall comply with the Fire Code and be approved by the fire chief.

(131)    Adding Section 912. Section 912 is added to read:

                 SECTION 912 – FIRE PROTECTION SYSTEMS SPECIAL INSPECTIONS

                 912.1 General. Where application is made for construction as described in this section, the owner or the licensed design professional in responsible charge acting as the owner’s agent shall employ one or more fire protection systems special inspectors to provide inspections during construction on the types of work listed under Section 912. The fire protection system special inspector shall be approved by the building official. These inspections are in addition to the inspections specified in Section 109.

                9 12.1.1 Building Permit Requirement. The permit applicant shall submit a statement of fire protection system inspection prepared by the licensed engineer of record as a condition for permit issuance. This statement shall include the fire protection system inspector required by this section who will conduct the inspection.

                9 12.1.2 Report Requirement. Fire protection system inspectors shall keep records of inspections and shall review working drawings prior to installation. The fire protection system inspector shall furnish inspection reports to the owner, licensed engineer or architect of record, and other owner-designated persons. Reports shall indicate that work inspected was done in conformance to the applicable code and shall include, but not be limited to, working drawings, and acceptance tests required by this section. All discrepancies shall be brought to the immediate attention of the contractor for correction, then, if uncorrected, to the proper design professional and to the building official.

                    The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the inspector’s knowledge, in conformance to the approved plans and specifications and the applicable workmanship provisions of this code and shall include two copies of the working drawings to the building official prior to the final inspection.

                9 12.2 Automatic Sprinkler Systems. Automatic systems shall be inspected and evaluated in accordance to the requirements of Section 903.

                    1.    During installation.

                                 EXCEPTION: Special inspector need not be present continuously during the installation of the sprinkler system provided the special inspector has inspected for conformance with this code and approved plans prior to concealment.

                    2.    During acceptance tests as required by NFPA 13, 13D, and 13R.

                 912.3 Alternative Automatic Fire-Extinguishing Systems. Alternative automatic fire-extinguishing systems shall be inspected and evaluated in accordance to the requirements of Section 904.

                    1.    During installation.

                                 EX CEPTION: Special inspector need not be present continuously during the installation of the alternate automatic fire extinguishing system provided the special inspector has inspected for conformance with this code and approved plans prior to concealment.

                    2.    During acceptance tests as required by NFPA 16, 17, and 17A. Tests shall be conducted in the
                        presence of the fire department official.

                 912.4 Standpipe Systems. Standpipe systems shall be inspected and evaluated in accordance to the requirements of Section 905.

                    1.    During installation.

                                E XCEPTION: Special inspector need not be present continuously during the installation of the standpipe system provided the special inspector has inspected for conformance with this code and approved plans prior to concealment.

                    2.    During acceptance tests as required by NFPA 14. Tests shall be conducted in the
                        presence of the fire department official.

                 912.5 Smoke Control Systems. Smoke control systems shall be inspected and evaluated in accordance to the requirements of Section 909.

                    1.    During erection of ductwork and prior to concealment for the purposes of leakage testing and
                        recording device location.

                    2.    Prior to occupancy and after sufficient completion for the purposes of pressure difference testing, flow measurements, and detection and control verification. Testing shall be conducted in the presence of the fire department official.

(132)    Amending Section 1001.3. Section 1001.3 is amended by deleting the word “International.”

(133)    Amending Section 1002.1. Section 1002.1 is amended by replacing “refuge” with “rescue assistance” in the
        definition of “ACCESSIBLE MEANS OF EGRESS.”
(134)    Amending Section 1003.1. Section 1003.1 is amended as follows:

                 1003.1 Applicability. The general requirements specified in Sections 1003 through 1012 shall apply to the exit access and the exit elements of the means of egress system, in addition to those specific requirements detailed elsewhere in this chapter. The general requirements of Section 1008 shall apply to the exit discharge element of the means of egress system, in addition to the specific requirements detailed elsewhere in this chapter.

(135)    Amending Section 1006.3. Section 1006.3 is amended by adding a subdivision 6 to read:

                    6.    Enclosed stairways of buildings more than 2 stories in height.

(136)    Amending Section 1007.1. Section 1007.1 is amended:

        a.    By amending Section 1007.1 to read:

                 1007.1 Accessible means of egress required. Accessible means of egress shall comply with this section. In buildings or facilities, or portions of buildings or facilities, required to be accessible, accessible means of egress shall be provided in the same number as required for exits by Section 1014.1 or 1018.1.
        
        b.    By deleting Exceptions 2 and 3.

(137)    Amending Section 1007.2 Exception 2. Exception 2 is amended by deleting the word “refuge” and replacing it
        with the words “rescue assistance.”

(138)    Amending Section 1007.3. Section 1007.3 is amended by deleting all references to “refuge” and substituting in
        lieu thereof “rescue assistance.”

(139)    Amending Section 1007.4. Section 1007.4 is amended:

        a.    By deleting all references to “refuge” and substituting in lieu thereof “rescue assistance.”

        b.    By replacing “an automatic sprinkler system” with “a supervised automatic sprinkler system” in Exception
            2.

(140)    Amending Section 1007.6. Section 1007.6 is amended by deleting the word “refuge” and substituting in lieu
        thereof “rescue assistance.”

(141)    Amending Section 1007.6.1. Section 1007.6.1 is amended to read:

                 1007.6.1 Size. Each area of rescue assistance shall provide at least two accessible areas, each being not less than 30 inches by 48 inches (762 mm by 1219 mm). The total number of such 30-inch by 48-inch (760 mm by 1220 mm) areas per story shall be not less than one for every 200 persons of calculated occupant load served by the area of rescue assistance. Such wheelchair spaces shall not reduce the required means of egress width. Access to any of the required wheelchair spaces in an area of rescue assistance shall not be obstructed by more than one adjoining wheelchair space.

(142)    Amending Section 1007.6.2. Section 1007.6.2 is amended:

        a.    By deleting the word “refuge” and substituting in lieu thereof “rescue assistance.”

        b.    By replacing “an automatic sprinkler system” with “a supervised automatic system” in Exception 2.

(143)    Amending Section 1007.6.3. Section 1007.6.3 is amended by deleting the word “refuge” and substituting in
        lieu thereof “rescue assistance.”

(144)    Amending Section 1007.6.4. Section 1007.6.4 is amended by deleting the word “refuge” and substituting in
        lieu thereof “rescue assistance.”

(145)    Amending Section 1007.6.5. Section 1007.6.5 is amended by deleting the word “refuge” and substituting in
        lieu thereof “rescue assistance.”

(146)    Amending Section 1007.8. Section 1007.8 is amended by replacing all references to 10 feet (3084 mm) with
        20 feet (6 m).

(147)    Amending Section 1007.8.3. Section 1007.8.3 is amended by deleting the word “refuge” and substituting in
        lieu thereof “rescue assistance.”

(148)    Amending Section 1008.1.1.1. Section 1008.1.1.1 is amended by:

        a.    Replacing “34 inches (864 mm)” with “27 inches (685 mm).”

        b.    Adding a sentence at the end of the paragraph to read “Projections shall not reduce the required clear
            width.”

(149)    Amending Section 1008.1.3.1. Section 1008.1.3.1 is amended by adding:

                    5.    Revolving doors shall have a minimum width of 6 feet 6 inches (1981 mm).

(150)    Amending Section 1008.1.9. Section 1008.1.9 is amended by adding an exception after the second paragraph
        to read:

                     EXCEPTION: Double-acting screen doors used in conjunction with exit doors having panic
            hardware in school cafetoriums.

(151)    Amending Section 1008.2. Section 1008.2 is amended by amending the exception to read:

                     EXCEPTION:

                    1.    Horizontal sliding or swinging gates exceeding the 4-foot (1219 mm) maximum leaf width limitation are permitted in fences and walls surrounding a stadium.

                    2.    Security gates may be permitted across corridors or passageways in school buildings if there is a readily visible durable sign on or adjacent to the gate, stating “THIS GATE IS TO REMAIN SECURED IN THE OPEN POSITION WHENEVER THIS BUILDING IS IN USE.” The sign shall be in letters not less than one inch high on a contrasting background. The use of this exception may be revoked by the building official for due cause.

(152)    Amending Section 1009.1. Section 1009.1 is amended by adding Exception 5 to read:

                    5.    Private stairways serving an occupant load of less than 5 shall not be less than 30 inches in width.

(153)    Amending Section 1009.3. Section 1009.3 is amended by deleting Exception number 6.

(154)    Amending Section 1009.11.3. Section 1009.11.3 is amended by deleting the second and third sentences.

(155)    Amending Section 1009.11.4. Section 1009.11.4 is amended by deleting Exception number 3.

(156)    Amending Section 1009.11.5. Section 1009.11.5 is amended to read:

                        Handrails shall return to a wall, guard or the walking surface or shall be continuous to the handrail of an adjacent stair flight. Where handrails are not continuous between flights, the handrails shall extend horizontally at least 12 inches (305 mm) beyond the top riser and at least 12 inches (305 mm) plus the width of one tread beyond the bottom riser. The handrail shall continue to slope for the depth of one tread beyond the bottom riser; the remainder of the extension shall be horizontal.
(157)    Amending Section 1010.7.1. Section 1010.7.1 is amended to read:

                    The surface of ramps shall be stable and firm and of slip-resistant materials that are securely attached.

(158)    Amending Section 1010.8. Section 1010.8 is amended to read:

                    Ramps with a rise greater than 6 inches (152 mm) or a width greater than 72 inches (1830 mm), shall
                have handrails on both complying with Section 1009.11.

(159)    Amending Section 1010.9. Section 1010.9 is amended by deleting Exception number 3.

(160)    Amending Section 1021.1. Section 1012.1 is amended by adding a second and third paragraph after the
        Exception to read:

                        Openings or portions of openings in exterior walls which are less than 30 inches above a floor shall be provided with at least one rail between 30 inches and 36 inches above the floor when such openings are located on floors more than 5 feet above the adjacent grade or finished floor and are not provided with structurally adequate safety glass installations or other barriers to prevent a person from falling through the openings.

                        Openable windows or portions of openable windows located on floors more than 5 feet above the adjacent grade or finished floor shall be provided with guardrails as specified in this section, when such windows are less than 42 inches above the floor in Group R, Division 1 and 2 Occupancies and less than 36 inches in Group R, Division 3 Occupancies. Guardrails are not required where such windows are provided with securely installed “insect” screen or other equal or better barriers to young children falling through such openings and one rail between 30 inches and 36 inches above the floor.

(161)    Amending Section 1012.3. Section 1012.3 is amended by adding a second paragraph after the exceptions to
        read:

    Guardrails in Group R-1 and R-2 Occupancies shall not contain: (1) horizontal rails other than top and bottom rails, or (2) cutouts or indentations greater than 1-3/4 inches in width or protrusions that may provide a foothold for young children.                

(162)    Adding Section 1018.5. A new Section 1018.5 is added to read:
    
                 1018.5 Dead Ends. Buildings conforming to Section 1018.2 shall not have dead ends within the path of exit access, exceeding:

                    a)    30 feet for A, B, E, F, M, U, H-4, H-5, I, and R occupancies.

                    b)    30 feet for S occupancies except for open parking occupancies. Open parking path of exit access
                        shall conform to Section 1018.1.1.

                    c)    20 feet for R-2 occupancies.

(163)    Amending Section 1025.2.1. Section 1025.2.1 is amended by adding an exception to read:

                         EXCEPTION: Glass jalousie bladed windows may be used for emergency escape or rescue.

(164)    Amending Section 1025.3. Section 1025.3 is amended by adding an exception to read:

                         EXCEPTION: Escape or rescue windows in Group R, Division 1 and 2 Occupancies opening into an exit balcony serving more than two dwelling units or hotel guest rooms shall have a finished sill height not more than 68 inches above the floor.

(165)    Amending Section 1101.1. Section 1101.1 is amended by deleting “shall control” with “are guidelines for.”

(166)    Amending Section 1101.2. Section 1101.2 is amended by adding a paragraph immediately following the first
        paragraph to read:

                        Conformance with the design and construction requirements of the Americans with Disabilities Act Accessibility Guidelines administered by the Department of Justice or the Fair Housing Act Accessibility Guidelines administered by the Department of Housing and Urban Development shall be equivalent to meeting the accessibility of this code. At the time of submittal of an application for a building permit, the applicant shall state on the plans that the project is subject to the above requirements.

(167)    Amending Section 1103.2.3. Section 1103.2.3 is amended to read:

                        Spaces and elements within employee work areas shall only be required to comply with Sections 907.9.1.2, 107 and 1004.3.1 and shall be designed and constructed so that individuals with disabilities can approach, enter, and exit the work area.

(168)    Amending Section 1104.1. Section 1104.1 is amended by deleting the exception.

(169)    Amending Section 1104.2. Section 1104.2 is amended by deleting the exception.

(170)    Amending Section 1104.3.1. Section 1104.3.1 is amended by deleting the exceptions.

(171)    Amending Section 1104.4. Section 1104.4, Exceptions, is amended to read:

                         EXCEPTIONS: An accessible route is not required in facilities that are less than 3,000 square feet (278.7 m²) or that have less than 3,000 square feet per story. This exception shall not apply to:

                    1.    Multiple tenant facilities of M occupancies containing five or more tenant spaces.

                    2.    Levels containing office of health care providers (Group B or I); or

                    3.    Passenger transportation facilities and airports (Group A-3 or B).

(172)    Amending Section 1104.5. Amending Section 1104.5 by deleting the exception.

(173)    Amending Section 1107.6.1.1. Section 1107.6.1.1 is amended by adding a sentence to the end thereof to read:

                    Visual and audible alarms required by Section 907.9 shall be provided in the accessible sleeping room
                or suite.

(174)    Amending Section 1107.6.2.2.1. Section 1107.6.2.2.1 is amended by deleting “Table” and substituting in lieu
        thereof “Section.”

(175)    Amending Table 1108.2.2.1. Table 1108.2.2.1 is amended to read:

(176)    Amending Section 1108.2.4. Section 1108.2.4 is amended:

        a.    By deleting the first sentence of Section 1108.2.4.

        b.    By deleting Section 1108.2.4.1.

(177)    Amending Section 1108.2.5. Section 1108.2.5 is amended to read:

                    At least one companion seat complying with the ADAAG shall be provided next to wheelchair space required by Section 1108.2.2.

(178)    Amending Section 1108.2.6. Section 1108.2.6 is amended to read:

                        One percent, but not less than one, of all fixed seats shall be designated aisle seats with no armrests on the aisle side, or removable or folding armrests on the aisle side. Each of these designated aisle seats shall be identified by a sign or marker. Signage notifying patrons of the availability of these designated aisle seats shall be posted at the ticket office.

(179)    Amending Section 1108.2.7. Section 1108.2.7 is amended:

        a.    By adding a sentence following the first sentence to read:

            For assembly areas, a permanently installed assistive listening system, or an adequate number of electrical outlets or other supplementary wiring necessary to support a portable assistive listening system shall be provided.

        b.    By deleting the exception.

        c.    By amending Section 1108.2.7.1 to read:

                    The minimum number of receivers to be provided shall be equal to 4 percent of the total number of seats, but in no case less than two.

        d.    By deleting Table 1108.2.7.1.

(180)    Amending Section 1108.2.8. Section 1108.2.8 is amended to read:    

                    An accessible route shall connect wheelchair seating locations with performing areas. An accessible route shall be provided from performance areas to ancillary areas or facilities used by performers.

(181)    Amending Section 1108.2.9. Section 1108.2.9 is amended by deleting Exception 2.

(182)    Amending Section 1109.2. Section 1109.2 is amended by:

        a.    Deleting Exceptions 3, 5, and 6.

        b.    Re-designating Exception 4 to 3.

(183)    Amending Section 1109.2.1.6. Section 1109.2.1.6 is amended to read:

                    Where doors swing into a unisex toilet or bathing room, a clear floor space not less than 60 inch (1524 mm) minimum diameter or a T-shaped space within a 60 inch (1524 mm) square shall be provided, within the room.

(184)    Amending Section 1109.7. Section 1109.7 is amended by:

        a.    Deleting Exception 5.

        b.    Re-designating Exception number 6 to 5, and;

        c.    Re-designating Exception number 7 to 6.

(185)    Amending Section 1109.13. Section 1109.13 is amended by deleting the exceptions.

(186)    Amending Section 1110.1. Section 1110.1 is amended by adding an exception to the end thereof to read;

                    9.    Accessible toilet and bathing facilities when not all are accessible.

(187)    Amending Sections 1110.1 and 1110.3. Sections 1110.1 and 1110.3, item 3, is amended by deleting the word
        “refuge” and substituting in lieu thereof “rescue assistance.”

(188)    Amending Section 1203.1. Section 1203.1 is amended to read:

                 1203.1 General. Buildings shall be provided with natural ventilation in accordance with Section 1203.4 or shall be provided with mechanical ventilation as specified in Title 11, Administrative Rules of the Department of Health, State of Hawaii.

(189)    Amending Section 1203.2. Section 1203.2 is amended by deleting the first sentence and replacing it with:

                    Attics and enclosed rafter spaces of combustible construction where ceilings are applied directly to the underside of roof rafters shall have cross ventilation for each separate space by ventilating openings protected against the entrance of rain.

(190)    Amending Section 1203.3.2. Section 1203.3.2 is amended by replacing “the International Energy Conservation
        Code” in number 4 with “ROH Chapter 32.”

(191)    Amending Section 1203.4.1. Section 1203.4.1 is amended by replacing “4 percent” with “5 percent.”

(192)    Amending Section 1203.4.1.1. Section 1203.4.1.1 is amended by replacing all references to “8 percent” with
        “10 percent.”

(193)    Amending Section 1203.4.2. Section 1203.4.2 is amended to read:

                 1203.4.2 Contaminants Exhausted. Contaminant sources in naturally ventilated spaces shall be removed as specified in Title 11, Administrative Rules of the Department of Health, State of Hawaii, or the Fire Code.

(194)    Amending Section 1203.4.2.1. Section 1203.4.2.1 is amended to read:

                 1203.4.2.1 Bathrooms. Rooms containing bathtubs, showers, spas and similar bathing fixtures shall be mechanically ventilated as specified in Chapter 39, Title 11, Administrative Rules of the Department of Health, State of Hawaii.

(195)    Amending Section 1203.5. Section 1203.5 is amended to read:

                 1203.5 Other ventilation and exhaust systems. Ventilation and exhaust systems for occupancies and operations involving flammable or combustible hazards or other contaminant sources shall be provided as required by the Fire Code.

(196)    Amending Section 1205.4.1. Section 1205.4.1 is amended by deleting the acronym “ICC.”

(197)    Amending Section 1206.3.3. Section 1206.3.3 is amended by deleting the word “International.”

(198)    Deleting Section 1207. Section 1207 is deleted.

(199)    Deleting Section 1208. Section 1208 is deleted.

(200)    Amending Section 1301.1. Section 1301.1 is amended to read:

                 1301.1 Buildings shall be designed and constructed in accordance with ROH Chapter 32.

(201)    Amending Section 1403.2. Section 1403.2 is amended by deleting the last sentence in the first paragraph.

(202)    Amending Section 1405.10.4. Section 1405.10.4 is amended by deleting the acronym “ICC.”

(203)    Amending Section 1503.4. Section 1503.4 is amended:

        a.    By deleting the words “the International Plumbing Code” and replacing with “this section.”

        b.    By adding Sections 1503.4.1 through 1503.4.5.

                 1503.4.1 General. Roofs shall be sloped a minimum of 1 unit vertical in 48 units horizontal (2 percent slope) for drainage unless designed for water accumulation in accordance with Section 1611 and approved by the building official.

                 1503.4.2 Roof Drains. Unless roofs are sloped to drain over roof edges, roof drains shall be installed at each low point of the roof.

                    Roof drains may be sized in accordance with the Plumbing Code, and roof drain.

                    Discharge at the public way shall be in accordance with ROH Chapter 14.

                 1503.4.3 Overflow Drains and Scuppers. Where roof drains are required, overflow.

                    Overflow drains having the same size as the roof drains shall be installed with the inlet flow line located 2 inches (51 mm) above the low point of the roof, or overflow scuppers having three times the size of the roof drains and having a minimum opening height of 4 inches (102 mm) may be installed in the adjacent parapet walls with the inlet flow line located 2 inches (51 mm) above the low point of the adjacent roof.

                    Overflow drains shall discharge to an approved location and shall not be connected to roof drain lines.

                 1503.4.4 Concealed Piping. Roof drains and overflow drains, where concealed within the construction of the building, shall be installed in accordance with the Plumbing Code.

                 1503.4.5 Over Public Property. Roof drainage water from a building shall not be permitted to flow over public property.

                     EXCEPTION: Group R, Division 3 and Group U Occupancies.

(204)    Amending Section 1505.1. Section 1505.1 is amended by adding an exception to read:

                     EXCEPTION: Aluminum roofing shall be approved as Class B roof, proving that an automatic sprinkler is installed throughout the building.

(205)    Amending Section 1603.1. Section 1603.1 is amended to read:

                 1603.1 General. Construction documents shall show the size, section, and relative locations of structural members with floor levels, column centers and offsets adequately dimensioned. The design loads and other information pertinent to the structural design required by Sections 1603.1.1 through 1603.1.8 shall be clearly indicated on the construction documents for parts of the building or structure.

                     EXCEPTION: Construction documents for buildings constructed in accordance with the conventional light-frame construction provisions of Section 2308 shall indicate the following structural design information:

                    1.    Floor and roof live loads.

                    2.    Effective wind speed (3-second gust), V_eff miles per hour (mph)(km/hr) and wind exposure.

                    3.    Seismic design category and site class.

                 1603.1.1 Floor Live Load. The uniformly distributed, concentrated and impact floor live load used in the design shall be indicated for floor areas. Live load reduction of the uniformly distributed floor live loads, if used in the design, shall be indicated.

                 1603.1.2 Roof Live Load. The roof live load used in the design shall be indicated for roof areas (Section 1607.11).

(206)    Deleting Section 1603.1.3. Section 1603.1.3 is deleted.

(207)    Amending Section 1603.1.4. Section 1603.1.4 is amended to read:

                 1603.1.4 Wind Design Data. The following information related to wind loads shall be shown, regardless of whether wind loads govern the design of the lateral-force-resisting system of the building:

                    1.    Basic wind speed (3-second gust), miles per hour (km/hr), V, or effective windspeed V_eff.

                    2.    Wind important factor I_w and building category.

                    3.    Wind exposure, if more than one wind exposure is utilized, the wind exposure and applicable wind
                        direction shall be indicated.

                    4.    The applicable internal pressure coefficient.

                    5.    Components and cladding. The design wind pressures in terms of psf (kN/m²) used for the design of
                        exterior components, and cladding.

(208)    Amending Section 1603.1.8. Section 1603.1.8 is amended to read:

                 1603.1.8 Work Requiring Special Inspections. Construction documents shall identify the work requiring special inspection as specified in Sections 1704 and 1707.

(209)    Amending Section 1603.3. Section 1603.3 is amended to read:

                 1603.3 Live Loads Posted. Where the live loads for which each floor or portion thereof of a commercial or industrial building is or has been designed to exceed 100 psf (4.80 kN/m²⁾, such design live loads shall be conspicuously posted by the owner in that part of each story in which they apply, using durable signs. It shall be unlawful to remove or deface such notices.

(210)    Amending Table 1604.5. Table 1604.5 is amended to read:

                1.    The values for K_d for other non-building structures indicated in ASCE-7 Table 6-4 shall be permitted.
                2.    Site-specific probabilistic analysis of K_d based on wind-tunnel testing of topography and peak gust velocity shall be permitted to be submitted for approval by the building official, but K_d shall have a value not less than 0.65.

(225)    Amending Section 1616.5. Section 1616.5 is amended to delete the exception and to read:

                 1616.5 Building Configuration. Buildings shall be classified as regular or irregular based on the criteria in Section 9.5.2.3 of ASCE 7-02.

(226)    Amending Section 1616.6. Section 1616.6 is amended to read:

                 1616.6 Analysis Procedure. A structural analysis conforming to one of the types permitted in Section 9.5.2.5.1 of ASCE 7 or to the simplified procedure in Section 1616.6.1 shall be made for all structures. The analysis shall form the basis for determining the seismic forces E and E_m, to be applied in the load combinations of Section 1605 and shall form the basis for determining the design drift as required by Section 9.5.2.8 of ASCE 7.

(227)    Amending Section 1616.6.1. Section 1616.6.1 is amended to read:

                 1616.6.1 Simplified Analysis. A simplified analysis in accordance with ASCE 7-05 Section 12.14 Simplified Alternative Structural Design Criteria for Simple Bearing Wall or Building Frame Systems, shall be permitted to be used, or a more rigorous analysis procedure shall be used.

(228)    Amending Section 1617.1. Section 1617.1 is amended to read:

                 1617.1 Seismic Load Effect E and E _m. The seismic load effect, E, for use in the basic load combinations of Sections 1605.2 and 1605.3 shall be determined from Section 9.5.2.7 of ASCE 7-02. The maximum seismic load effect, E_m for use in the special seismic load combination of Section 1605.4 shall be the special seismic load determined from Section 9.5.2.7.1 of ASCE 7-02.

(229)    Amending Section 1617.1.1. Section 1617.1.1 is deleted.

(230)    Amending Section 1617.2. Section 1617.2 exception is amended to read:

                 1617.2 Redundancy. The provisions given in Section 9.5.2.4 of ASCE 7-02 shall be used.

                     EXCEPTION: Structures designed using the simplified analysis procedure in Section 1616.6.1.

(231)    Amending Section 1617.2.2. Section 1617.2.2 is deleted.

(232)    Amending Section 1617.3. Section 1617.3 is amended to read:

                 1617.3 Definition and Drift Limits. The provisions given in Section 9.5.2.8 of ASCE 7-02 shall be used.

(233)    Amending Section 1617.5. Section 1617.5 is deleted.

(234)    Amending Section 1617.6.2. Section 1617.6.2 is deleted.

(235)    Amending Section 1620.1. Section 1620.1 is amended to read:

                 1620.1 Structural Component Design and Detailing. The design and detailing of the components of the seismic-force-resisting system shall comply with the requirements of Section 9.5.2.6 of ASCE 7-02 in addition to the non-seismic requirements of this code except as modified in Sections 1620.1.1, 1620.1.2 and 1620.1.3.

                     EXCEPTION: For structures designed using the simplified analysis procedure in Section 1616.6.1, the provisions of ASCE 7-05 Section 12.14 shall be used.

(236)    Amending Sections 1620.2 through 1620.5. Sections 1620.2 through 1620.5 are deleted.

(237)    Amending Section 1702. Section 1702, definition of “STRUCTURAL OBSERVATION” is amended to read:

                     STRUCTURAL OBSERVATION: Structural “observation of construction” means making visits to the site by a licensed engineer in the structural branch or architect, or qualified representatives working under the supervision of a licensed engineer in the structural branch or architect, as the case may require, to observe the
                progress and quality of the executed work and to determine, in general, if the work is proceeding in accordance with the contract documents. It is not required that they make exhaustive or continuous on-site observations to check the quality or quantity of work, nor is it intended that the engineer be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the work. Structural observation does not include or waive the responsibility for the inspection required by Section 109, 1704 or other sections of this code.

(238)    Amending Section 1704. Section 1704 is amended:

        a.        By amending Section 1704.1 to read:

                 1704.1 General. Where application is made for construction as described in this section, the owner shall employ one or more special inspectors independent of the contractors performing the work, to provide

                inspections during construction on the types of work listed under Sections 1704 and 1707. These inspections are in addition to the inspections specified in Section 109. The special inspector shall be a qualified person who shall demonstrate competence, to the satisfaction of the building official, for inspection of the particular type of construction or operation requiring special inspection. The building official may impose reasonable fees to cover the cost to conduct examination in licensing of special inspectors and issuance of registration cards.

                     EXCEPTIONS:

                    1.    The building official may waive the requirements for the employment of a special inspector if the construction is of minor nature.

                    2.    The employment of a special inspector shall not be required for construction work for any government
                            agency that provides for its own inspections.

        b.    By amending Section 1704.1.1 to read:

                1 7 04.1.1 Building Permit Requirement. The permit applicant shall submit a statement of special inspections prepared by the licensed engineer or architect of record as a condition for permit issuance. The statement shall include a complete list of special inspections required by this section and the qualified person who will conduct the special inspection.

        c.    By amending Section 1704.1.2 to read:

                 1704.1.2 Report Requirement. Special inspectors shall keep records of inspections. The special inspector shall furnish inspection reports to the owner, licensed engineer or architect of record, and other owner-designated persons. Reports shall indicate that work inspected was done in conformance to approved construction documents. All discrepancies shall be brought to the immediate attention of the contractor for correction, then, if uncorrected, to the proper design authority and to the building official.

                    The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the inspector’s knowledge, in conformance to the approved plans and specifications and the applicable workmanship provisions of this code.

        d.    By amending Section 1704.3 to add Section 1704.3.4. Section 1704.3.4 is added to read:

                 1704.3.4 Structural Steel for Seismic Resistance. Continuous special inspection for structural welding of seismic-resisting systems in accordance with AISC 341, Seismic Provisions for Structural Steel Buildings, in structures assigned to Seismic Design Category C, D, E, or F as determined in Section 1616.
    
                    E XCEPTIONS:

                    1.    Single-pass fillet welds not exceeding 5/16 inch (7.9 mm) in size.    

                    2.    Floor and roof deck welding.

        e.    By amending Section 1704.4 to read:

                 1704.4 Concrete Construction. The special inspections and verifications for concrete construction shall be as required by this section and Table 1704.4.

                     EXCEPTIONS: Special inspections shall not be required for:

                    1.        Foundation concrete for structures permitted to be designed under the International Residential Code.

                    2.        Concrete footings supporting buildings three stories or less in height that are fully supported on earth or rock where the structural design is based on a specified compressive strength f’c no greater than 2,500 pounds per square inch (psi) (17.2 Mpa), regardless of the compressive strength specified in the construction documents or used in the footing construction. Periodic inspection of the reinforcing of all concrete footings shall be required.

                    3.        Nonstructural concrete slabs supported directly on the ground, including prestressed slabs on grade, where the effective prestress in the concrete is less than 150 psi (1.03 Mpa).

                    4.    Concrete foundation walls constructed in accordance with Tables 1805.5(1), 1805.5(2), 1805.5(3) or 1805.5(4).

                    5.    Concrete patios, driveways and sidewalks, on grade.

        f.    By amending Section 1704.5.

                 1704.5 Masonry Construction. Masonry construction shall be inspected and evaluated in accordance with the requirements of Sections 1704.5.1 through 1704.5.3, depending on the classification of the building or structure or nature of occupancy, as defined by this code.

                     EXCEPTIONS: Special inspections shall not be required for:

                    1.        Empirically designed masonry, glass unit masonry, or masonry veneer designed by Section 2109, 2110, or Chapter 14, respectively, or by Chapters 5, 7, or 6, of ACI 530/ASCE 5/TMS 402, respectively, when they are part of structures classified as Seismic Use Group I or II.

                    2.        Masonry foundation walls with permanent lateral support at the top and bottom constructed in accordance with Table 1805.5(2), 1805.5(3), or 1805.5(4).
                    
                    3.        Structures permitted to be designed under the International Residential Code.

                 1704.5.1 Empirically Designed Masonry, Glass Unit Masonry and Masonry Veneer in Seismic Use Group III Facilities. The minimum inspection program for empirically designed masonry, glass unit masonry or masonry veneer designed by Section 2109, 2110, or Chapter 14, respectively, or by Chapters 5, 7, or 6 of ACI 530/ASCE 5/TMS 402, respectively, in building classified as Seismic Use Group III shall comply with Table 1704.5.1.

                 1704.5.2 Engineered Masonry in Seismic Use Group I or II Facilities. The minimum special inspection program for masonry designed by Section 2107 or 2108, or by chapters other than Chapters 5, 6, or 7 of ACI 530/ASCE 5/TMS 402, in Seismic Use Group I or II facilities (see Table 1604.5 and Section 1616.2), shall comply with Table 1704.5.1.

                 1704. 5 . 3 Engineered Masonry in Se ismic Use Group III Facilities. The minimum special inspection program for masonry designed by Section 2107 or 2108, or by chapters other than Chapters 5, 6, 7 of ACI 530/ASCE 5/TMS 402, in Seismic Use Group III facilities (see Table 1604.5 and Section 1616.2), shall comply with Table 1704.5.3.

        g.    By amending Section 1704.6. Section 1704.6.2 is added to read:

                 1704. 6 . 2 Structural Wood. Continuous special inspection during field gluing operations of elements of the lateral-force-resisting system. Periodic special inspections for nailing, bolting, anchoring and other fastening of components within the lateral-force-resisting system, including drag struts, braces, sheathed shear walls, shear panels, diaphragms, and hold-downs.

                         EXCEPTION: Fastening of wood sheathing used for wood shear walls, shear panels and diaphragms where the fastener spacing is more than 4 inches (102 mm) on center (o.c.).

        h.    By amending Section 1704.14 to read:

                 1704.14 Fire-Protection Systems. Special inspection for fire-protection systems shall be as required by Section 912.

        i.    By adding Section 1704.15 to read:

                 1704.15 Complete Load Path and Uplift Ties. Metal connectors, anchors, or fasteners for wood and cold-formed steel construction at the following locations: roof ridges, roof rafters to beam or wall supports, beams to posts, posts or walls to floor framing or foundation below, ground anchors, and all other connections that are part of the load path to resist uplift forces.

                         EXCEPTION: The special inspector need not be present during the installation of all of the connectors, provided that the special inspector verifies that all of the connectors are installed in conformance with the requirements of this code.

        j.    By adding Section 1704.16 to read:

                 170 4. 16 Cold-Formed Steel Framing. Periodic special inspections during welding operations of elements of the lateral-force-resisting system. Periodic special inspections for screw attachment, bolting, anchoring and other fastening of components within the lateral-force-resisting system, including struts, braces, and hold-downs.

        k.    By adding Section 1704.17 to read:

                 1704.17 Termite Protection. Termite barrier, treated structural lumber and pipe penetrations for new wood frame residential buildings.

(239)    Amending Section 1705. Section 1705 is deleted.

(240)    Amending Section 1706. Section 1706 is deleted.

(241)    Amending Section 1707. Section 1707 is amended to read:

                 1707.1 Special Inspections for Seismic Resistance of Mechanical and Electrical Components. Special inspection as specified in this section is required for the following:

                    1.    Where required in Section 1704.1.

                    2.        Special inspections itemized in Section 1707.2 for mechanical and electrical components in structures assigned to Seismic Design Category C, D, E or F.

                 1707.2 Mechanical and Electrical Components. Periodic special inspection is required during the anchorage of electrical equipment for emergency or standby power systems in structures assigned to Seismic Design Category C, D, E or F. Periodic special inspection is required during installation of piping systems intended to carry flammable, combustible or highly toxic contents and their associated mechanical units in structures assigned in Seismic Design Category C, D, E or F. Periodic special inspection is required during the installation of HVAC ductwork that will contain hazardous materials in structures assigned to Seismic Design Category C, D, E or F.

                 170 7 . 2 . 1 Component Inspection. Special inspection required for the installation of the following components, where the component has a Component Importance Factor of 1.5 in accordance with Section 9.6.1.5 of ASCE 7-02, shall maintain an approved quality control program. Evidence of the quality control program shall be permanently identified on each piece of equipment by a label.

                    1.    Equipment using combustible energy sources.

                    2.    Electrical motors, transformers, switchgear unit substations and motor control centers.

                    3.    Reciprocating and rotating-type machinery.

                    4.    Piping distribution system 3 inches (76 mm) and larger.

                    5.    Tanks, heat exchangers and pressure vessels.

                 1707.2.2 Component and Attachment Testing. The component manufacturer shall test or analyze the component and the component mountain system or anchorage for the design forces in Chapter 16 for those components having a Component Importance Factor of 1.5 in accordance with Chapter 16. The manufacturer shall submit a certificate of compliance for review and acceptance by the registered design professional responsible for the design, and for approval by the registered design professional responsible for the design, and for approval by the building official. The basis of certification shall be by test on a shaking table, by three-dimensional shock tests, by an analytical method using dynamic characteristics and forces from Chapter 16 or by more rigorous analysis. The special inspector shall inspect the component and verify that the label, anchorage or mounting conforms to the certificate of compliance.

(242)    Amending Section 1709.1. Section 1709.1 is amended to read:

                 1709.1 Structural Observations. The owner shall employ a registered design professional to perform structural observations as defined in Section 1702. Significant deficiencies shall be reported in writing to the owner. At the conclusion of the work included in the permit, if there are any reported significant deficiencies which, to the best of the structural observer’s knowledge, have not been resolved, the structural observer shall submit to the building official a written statement identifying the significant deficiencies.

(243)    Amending Section 1801.1. Section 1801.1 is amended by adding a second paragraph to read:

                        Reference is made to ROH Chapter 14, for requirements governing excavation, grading, and earthwork construction, including fills and embankments.

(244)    Amending Section 1805.5. Section 1805.5 is amended to read:

                 1805.5 Foundation Walls. Concrete and masonry foundation walls shall be designed in accordance with Chapter 19 or 21. Foundation walls that are laterally supported at the top and bottom and within the parameters of Tables 1805.5(2) through 1805.5(4) are permitted to be designed and constructed in accordance with Sections 1805.5.1 through 1805.5.5.

(245)    Amending Table 1805.5(1). Table 1805.5(1) is deleted.

(246)    Amending Section 1807.4.3. Section 1807.4.3 is amended by deleting the word “International.”

(247)    Amending Section 1808.2.7. Section 1808.2.7 is amended to read:

                 1808.2.7 Splices. Splices shall be constructed so as to provide and maintain true alignment and position of the component parts of the pier or pile during installation and subsequent thereto and shall be of adequate strength to transmit the vertical and lateral loads and moments occurring at the location of the splice during

                driving and under service loading. Splices occurring in the upper 10 feet (3048 mm) of the embedded portion of the pier or pile shall be capable of resisting at allowable working stresses the moment and shear that would result from an assumed eccentricity of the pier or pile load of 3 inches (76 mm), or the pier or pile shall be braced in accordance with Section 1808.2.5 to other piers or piles that do not have splices in the upper 10 feet (3048 mm) of embedment.

(248)    Adding Section 2104.1.9. Section 2104.1.9 is added to read:

                 2104.1.9 Cleanouts. Cleanouts shall be provided for all grout pours over 5 feet 4 inches in height.

                     Special provisions shall be made to keep the bottom and sides of the grout spaces, as well as the minimum total clear area required by ACI 530.1-05/ASCE 6-05/TMS 602-05 clean and clear prior to grouting.

                     EXCEPTION: Cleanouts are not required for grout pours 8 feet or less in height providing all of the following conditions are met:

                    a.    The hollow masonry unit is 8-inch nominal width or greater with specified compressive strength f’m less than or equal to 1,500 psi;

                    b.    Fine grout is used complying with ASTM C-476 minimum compressive strength of 2,500 psi;

                    c.    Special inspection is provided.

(249)    Amending Section 2107.2.3. Section 2107.2.3 is amended to read:

                 2107.2.3 ACI 530/ASCE 5/ T MS 402, Section 2.1.10.6.1.1, Lap Splices.

                Modify Section 2.1.10.6.1.1 as follows:

                2.1.10.6.1.1 The minimum length of lap splices for reinforcing bars in tension or compression I_d, shall be:         
                    I_d = 0.002d_bfs

                For SI: I_d – 0.29d_bf, but not less than 12 inches (305 mm). In no case shall the length of the lapped splice be less than 40 bar diameters.

                Where:        db = diameter of reinforcement, inches (mm)
                            fs = computed stress in reinforcement due to design loads, psi (MPa).

                    In regions of moment where the design tensile stresses in the reinforcement are greater than 80 percent of the allowable steel tension stress F_s, the lap length of splices shall be increased not less than 50 percent of the minimum required length. Other equivalent means of stress transfer to accomplish the same 50 percent increase shall be permitted.

(250)    Amending Section 2108.3. Section 2108.3 is amended by adding the following text:

                 2108.3 ACI 530/ASCE 5/TMS 402, Section 3.2.3.3.

                Modify Section 3.2.3.3 as follows:

                    The required development length of reinforcement shall be determined by Eq. (3-13), but shall not be less than 12 in. (305 mm) and need not be greater than 72 db.

(251)    Amending Section 2303.1.8. Section 2303.1.8 is amended to read:

        
         2303.1.8 Preservative-Treated Wood. Structural lumber, including plywood, posts, beams, rafters, joists, trusses, studs, plates, sills, sleepers, roof and floor sheathing, flooring and headers of new wood-frame buildings and additions shall be:

                    1.        Treated in accordance with AWPA Standards C1-03, C2-02, and C9-03 (UC1 through UC 4B) for AWPA Standardized Preservatives, all marked or branded by an approving agency. Incising is not required, providing that the retention and penetration requirements of these standards are met; or

                    2.        Treated in accordance with AWPA Standards C-31-02 and C-9-03 (UC1 and UC2) for SBX disodium octaborate tetrahydrate (DOT), amended as follows: retention shall be not less than 0.28 pcf B₂O₃ (0.42 pcf DOT) for exposure to Formosan termites, all marked and monitored by an approving agency. Incising is not required, providing that the retention and penetration requirements of these standard are met. All such lumber shall be protected from direct weather exposure as directed in AWPA UC1 and UC2.

                    3.        For structural glued-laminated members made up of dimensional lumber, engineered wood products, or structural composite lumber, pressure treated in accordance with AWPA C28-03 and C33-03 (UC1 through UC3B) or by Light Oil Solvent Preservative (LOSP) treatment standard as approved by the building official. Water based treatment processes as listed in paragraphs 1 and 2 are not allowed to be used on these products unless specified by a structural engineer for use with reduced load values.

                    4.        For structural composite wood products by non-pressure process treated in accordance with AWPA Standard N2-04 (UC1, UC2 and UC3A) or approved by the building official.

             2303.1.8.1 Treatment. Wood treatment shall include the following:

                    1.        A quality control and inspection program which meets or exceeds the current requirements of AWPA Standards M2-01 and M3-03;

                    2.        Inspection and testing for the treatment standards as adopted by this code shall be an independent agency approved by the building official, accredited by the American Lumber Standards Committee (ALSC) and contracted by the treating company;

                    3.        Field protection of all cut surfaces with a preservative, which shall be applied in accordance with AWPA Standard M-4-02 or in accordance with the approved preservative manufacturer’s ICC-Evaluation Services report requirements.

                 2303.1.8.2 Labeling. Labeling shall be applied to all structural lumber 2 inches or greater nominal thickness, with the following information provided on each piece as permanent ink stamp on one face on a durable tab permanently fastened to ends with the following information:

                    1.    Name of treating facility;

                    2.    Type of preservative;

                    3.    AWPA use category;

                    4.    Quality mark of third party inspection agency;

                    5.    Retention minimum requirements; and

                    6.    Year of treatment.

                     All lumber less than 2 inches in nominal thickness, shall be identified per bundle by means of a label consisting of the above requirements. Labels measuring no less than 6 inches by 8 inches shall be placed on the lower left corner of the strapped bundle.

                 2303.1.8.3 Moisture Content of Treated Wood. When wood pressure treated with a water-borne preservative is used in enclosed locations where drying in service cannot readily occur, such wood shall be at a moisture content of 19 percent or less before being covered with insulation, interior wall finish, floor covering or other material.

(252)    Amending Section 2304.9.5. Section 2304.9.5 is amended to read:

                 2304.9.5 Fasteners in Non-Borate-Preservative-Treated and Fire-Retardant Treated Wood. Fasteners for preservative-treated and fire-retardant-treated wood, other than Borate (SBX, ZB) or LSOP treatments as approved in Section 2303.1.8 Preservative-Treated Wood, shall be of hot dipped zinc-coated galvanized steel, stainless steel, silicone bronze or copper. The coating weights for zinc-coated fasteners shall be in accordance with ASTM A 153.

                     EXCEPTION: Fasteners other than nails, timber rivets, wood screws and lag screws shall be permitted to be of mechanically deposited zinc-coated steel with coating weights in accordance with ASTM B 695, Class 55 minimum.

                    Fastenings for wood foundations shall be as required in AF & PA Technical Report No. 7.

(253)    Amending Section 2304.11. Section 2304.11 is amended to read:

                 2304.11 Protection Against Decay and Termites.

                 2304.11.1 General. Where required by this section, protection from decay and termites shall be provided by the use of preservative-treated wood.

                 2304.11.1.1 Where the plates, sills and structural lumber of new wood frame buildings are supported directly on the ground by:

                    1.    A concrete slab or foundation, the soil beneath the building shall be either:

                        a.    chemically treated at the maximum label rate for control of Formosan subterranean termites by a
                            licensed pest control operator, or

        b.    Basaltic Termite Barrier (BTB), stainless steel termite barrier mesh, or other termite barrier approved by the building official, installed according to the manufacturer’s installation instructions.

                    2.    The perimeter of the structure must be protected by either:

                        a.    a continuous chemical barrier applied at the maximum label rates, by an operator licensed to
                            control ground termites, to the finished grade in a band extending at least 12 inches beyond the
                            concrete; or

                        b.    a continuous barrier of BTB at least 4 inches in thickness extending at least 6 inches beyond the
                            concrete slab.

                    3.    A poured-in-place concrete foundation wall, the foundation wall must be protected from the adjacent
                        soil by either:

        a.    a continuous chemical barrier applied at the maximum label rates, by an operator licensed to control ground termites, to the backfill in 12-inch lifts in a band extending at least 12 inches beyond the concrete; or

        b.    a continuous barrier of BTB at least 6 inches in thickness extending the full height of the retained soil; or

        c.    an approved stainless steel termite barrier mesh must protect all cracks and joints.

                    4.    A CMU foundation wall, the foundation wall must be protected from the adjacent soil by either:

        a.    a continuous barrier of BTB at least 6 inches in thickness extending the full height of the retained soil; or

        b.    an approved stainless steel termite barrier mesh between the top of the CMU and all wood framing; or

        c.    a continuous gap or reinforced concrete at least 4 inches in thickness between the top of the CMU and all wood framing.

                             EXCEPTION: When a CMU foundation wall forms a retaining wall which is part of a wood
                        frame structure, the CMU must be protected from the soil by a full barrier of BTB or stainless steel
                        termite barrier.

                 2304.11.2 Wood Used Above Ground. Wood installed above ground in the locations specified in this paragraph shall be preservative-treated in accordance with AWPA C2-02 or C09-03 (UC1 through UC3B) or other applicable AWPA standards for above-ground use. For structural glued-laminated members made up of dimensional lumber, engineered wood products or structural composite lumber will follow the requirements of paragraph 3 in Section 2303.1.8 Preservative-Treated wood.

                    1.    Joists, girders, beams, and subfloor.

                    2.    Framing.

                    3.    Sleepers and sills.

                    4.    Wood siding. Clearance between wood siding and earth on the exterior of a building shall not be less
                        than 6 inches (152 mm).

        5.        Posts or columns. Posts or columns supporting permanent structures and supported by concrete or masonry slab or footing that is in direct contact with the earth.    

                    6.    Glu-laminated, engineered or composite structural members. The portions of these structural
                        members that form the structural supports of a building or other structure.

                 2304.11.3 Wood in Contact with the Ground. Wood in contact with the ground (exposed earth) shall be preservative-treated in accordance with AWPA C2-02, C9-03 (UC4 and UC4B) or other applicable AWPA standard for soil contact.

        1.        Posts and columns supporting permanent structures that are embedded in concrete in direct contact with the earth or embedded in concrete exposed to the weather or in direct contact with the earth.

        2.        Wood structural members in direct contact with the ground.

        3.        Wood members that form the structural supports of buildings, balconies, porches or similar permanent building appurtenances in direct contact with the ground.    

        4.        Wood used in retaining walls and cribs.

        5.        Where wood is used with less than 6-inch vertical separation from earth (finished grade), it shall be treated for ground-contact use.

        6.        Where planter boxes are installed adjacent to wood frame walls, a 2-inch-wide (51 mm) air space shall be provided between the planter and the wall. Flashings shall be installed when the air space is less than 6 inches (152 mm) in width. Where flashing is used, provisions shall be made to permit circulation of air in the air space. The wood-frame wall shall be provided with an exterior wall covering conforming to the provisions of Section 2304.6.

                 2304.11.4 Under-Floor Clearance. Minimum clearance between the bottom of floor joists or bottom of floors without joists and the ground beneath shall be 24”; the minimum clearance between the bottom of girders and the ground shall be 18”.

                     EXCEPTION: Open slat wood decks shall have ground clearance of at least 6” for any wood member. Accessible under-floor areas shall be provided with a minimum 14” x 24” access opening.

                 2301.11.5 Under-Floor Ventilation. For under-floor ventilation (crawl space), see Section 1203.3.

                 2304.11.6 Attic Ventilation. For attic ventilation, see Section 1203.2.

                 2304.11.7 Pipe and Other Penetrations. Openings around pipes or similar penetrations in a concrete or masonry slab which is in direct contact with earth, shall be filled with non-shrink grout, basaltic termite barrier, or other approved barrier. Insulation around pipes and conduits shall not pass through ground floor slabs.

(254)    Amending Section 2308.2.1. Section 2308.2.1 is amended to read:

                 2308.2.1 Basic wind speed greater than 100 mph (3-second gust). Where the Effective Basic Wind Speed exceeds 100 mph, the provisions of the AF & PA Wood Frame Construction Manual for One- and Two-Family Dwellings (WFCM) are permitted to be used.

(255)    Amending Table 2308.10.1. Table 2308.10.1 is amended to read:

                    ^a    This table is based on 130 mph wind speeds and a 33-foot mean roof height.
                    ^b    Fasteners shall be installed at opposing ends of the wood structural panel.
                    ^c    Where screws are attached to masonry or masonry/stucco, they shall be attached utilizing vibration-
                        resistant anchors having a minimum ultimate withdrawal capacity of 490 pounds.

(302) Amending Table R301.2(1). Table R301.2(1) is amended to read:

                 R301.2.1.3 Wind Speed Conversion. When referenced documents are based on fastest mile wind speeds, the three-second gust effective wind velocities of Figure R301.2(9) shall be converted to fastest mile wind velocities using Table R301.2.1.3.

(306)    Amending Section R303.1. Section R303.1 is amended to read:

                 Section R303.1 Natural Light and Ventilation. Natural light and ventilation shall be as specified in the Housing Code.

(307)    Amending Section R303.2. Section R303.2 is amended to read:

                 Section R303.2 Mechanical Ventilation. Mechanical ventilation shall be as specified in the Housing Code.

(308)    Amending Section R303.3. Section R303.3 is amended to read:

                 Section R303.3 Bathrooms. Light and ventilation for bathrooms shall be as specified in the Housing Code.

(309)    Amending Section R304. Section R304 is amended to read:

                 SECTION R304 – MINIMUM ROOM AREA

                    Minimum room area shall be as specified in the Housing Code.

(310)    Amending Section R305. Section R305 is amended to read:

                 SECTION R305 – CEILING HEIGHT

                    Ceiling height shall be as specified in the Housing Code.

(311)    Amending Section R306. Section R306 is amended to read:

                 SECTION R306 -- SANITATION

                    Sanitation shall be as specified in the Housing Code.

(312)    Amending Section R309.4. Section R309.4 is amended to read:

                 R309.4 Carports. Carports shall be as defined in the International Building Code. Carport floor surfaces shall be of approved noncombustible material.

                     EXCEPTIONS:

                    1.    Asphalt surfaces shall be permitted at ground level in carports.

                    2.        A carport on a hillside lot serving a detached single-family dwelling may have wood floor planking at least 2 inches (51 mm) in nominal thickness laid with at least ¼-inch (6.4 mm) spacing between the planks.

                     The area of floor used for parking of automobiles or other vehicles shall be sloped to facilitate the movement of liquids to a drain or toward the main vehicle entry doorway.

(313)    Amending Section R309.5. Section R309.5 is amended to read:

                 R309.5 Flood Hazard Areas. See ROH Chapter 16, Article 11.

(314)    Amending Section R310.1.1. Section R130.1.1 is amended by amending the existing exception, and adding a new
        exception thereafter, to read:

                     EXCEPTIONS:

                    1.    Grade floor openings shall have a minimum net clear opening of 5 square feet (0.465 m²).

                    2.    Glass jalousie bladed windows may be used for emergency escape or rescue.

(315)    Amending Section R319.3. Section R319.3 is amended to read:

                 R319.3 Fasteners. Fasteners for non-borate pressure preservative and fire-retardant-treated wood shall be of hot-dipped zinc-coated galvanized steel, stainless steel, silicon bronze or copper. The coating weights for zinc-coated fasteners shall be in accordance with ATSM A 153.

                     EXCEPTIONS:

                    1.    One-half-inch (12.7 mm) diameter or greater steel bolts.

                    2.    Fasteners other than nails and timer rivets shall be permitted to be of mechanically deposited zinc-coated steel with coating weights in accordance with ASTM B695, Class 55 minimum.

(316)    Amending Section R320. Section R320 is amended to read:

                 SECTION R320 – PROTECTION AGAINST TERMITES

                 R320.1 General. Protection against termites shall be in accordance with International Building Code Sections 2303.1.8 and 2304.11.

(317)    Amending Section R321. Section R321 is amended to read:

                 R321 – SITE ADDRESS

                    See ROH Section 2-9.1.

(318)    Amending Section R323. Section R323 is amended to read:

                 SECTION R323 – FLOOD-RESISTANT CONSTRUCTION

                    See ROH Chapter 16, Article 11.

(319)    Adding Section R324. Section R324 is added to read:
    
                 SECTION R324 – COMPLETE LOAD PATH AND UPLIFT TIES

                 R324.1 General. Blocking, bridging, straps, approved framing anchors or mechanical fasteners shall be designed and installed to provide continuous ties from the roof to the foundation system. Sheet metal clamps, ties or clips, shall be formed of galvanized steel or other approved corrosion-resistant material not less than 0.040-inch (1.01 mm) nominal thickness. Uplift resistance shall be in accordance with Table R802.11.

(320)    Amending Section R401. Section R401 is amended to read:

                 R401.1 Applicability. The design and construction of the foundation and foundation spaces for all buildings shall be in accordance with Chapter 18 of the International Building Code.

(321)    Deleting Sections R403 and R404. Sections R403 and R404 are deleted.

(322)    Adding Section R408.7. Section R408.7 is added to read:

                 R408.7 Under-Floor Clearance. Minimum clearance between the bottom of floor joists or bottom of floors without joists and the ground beneath shall be 24 inches (610 mm); the minimum clearance between the bottom of girders and the ground shall be 18 inches (457 mm).

                     EXCEPTION: Open slat wood decks shall have ground clearance of at least 6 inches (152 mm) for any
                wood member.

(323)    Amending Table R611.7.4. Table R611.7.4 is amended to read:

(324)    Adding Section R614. Section R614 is added to read:

                 SECTION R614 – WALLS WITHOUT STUDS

                 R614.1 General. For Type V-B buildings, single-wall construction without studs may be used in accordance with this section for repairs to existing buildings of single-wall construction.

                    One-story and the uppermost story of wood frame Type V-B buildings may be of single-wall construction with board thickness specified in this section, without studs, when requirements of this section are met. Floor to ceiling height shall not exceed 8 feet (2438 mm).

                    Any provision of this code to the contrary notwithstanding, studding of not less than 2 inches by 3 inches (51 mm by 76.2 mm) may be used on one-story buildings of double-wall construction.

                     When wood-frame dwellings are supported by posts, 2-inch-by-4-inch (51 mm by 102 mm) foundation bracing shall be provided.

                    For one-story conventional residential structures, the local practice of using foundation blocks with termite shields will be acceptable in all areas except in flood hazard districts and developments adjacent to drainage facilities as specified in ROH Section 16-11.1.

                 R614.2 Board for Single-Wall Construction.

                 R614.2.1 One and One-Eighth Inch Boards. Single-wall construction with boards of 1-1/8 inch (28.6 mm) net thickness are not required to have girts.

                 R614.2.2 One-Inch Boards. Where single-wall construction is with boards of one-inch thickness (25.4 mm), no girt is required, provided approved stiffeners for any section of such wall are spaced not more than 10 feet (3048 mm) along the wall.

                 R614.2.3 Three-Fourths-Inch Boards. Single-wall construction with boards of ¾-inch (19.1 mm) net thickness shall have girts and cross partitions at least every 30 feet (9144 mm).

                 R614.2.5 Approved Stiffeners. Approved stiffeners shall be studs at least 2 inches by 4 inches (51 mm by 102 mm), full height window or door jambs, posts, walls or partitions at right angles to the section of wall under construction.

                 R614.2.6 Girts. Girts for single-wall construction shall be not less than 2-inch-by-6-inch (51 mm by 152 mm) belt course or other approved strengthening about mid-height between the floor and ceiling on all exterior walls.

                 R614.2.7 Complete Load Path. Blocking, bridging, straps, approved framing anchors or mechanical fasteners shall be designed and installed to provide continuous ties from the roof to the foundation system. Sheet metal clamps, ties or clips, shall be formed of ASTM A153 G90 galvanized steel or other approved corrosion-resistant material not less than 0.040-inch (1.01 mm) nominal thickness. Uplift resistance shall be in accordance with Table R802.11.

(325)    Amending Table R802.11. Table R802.11 is amended to read: