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J <br /> PRESCRIPTIVE COMPLIANCE METHOD <br /> [BS]404.5 Flood hazard areas.For buildings and structures less than 40 inches (1016 mm) wide by 36 inches (914 mm) <br /> - in flood hazard areas established in Section 1612.3 of the long, located not more than 8 inches (203 mm) below the <br /> " International Building Code,or Section R322 of the Interior- door. <br /> tional Residential Code,as applicable,any repair that consti- 405.5 Opening protectives. Doors and windows along the <br /> tutes substantial improvement or repair of substantial <br /> fire escape shall be protected with 3/4 hour opening protec- <br /> I damage of the existing structure shall comply with the flood fives. <br /> design requirements for new construction, and all aspects of <br /> the existing structure shall be brought into compliance with <br /> the requirements for new construction for flood design. SECTION 406 <br /> For buildings and structures in flood hazard areas estab- GLASS REPLACEMENT <br /> fished in Section 1612.3 of the International Building Code, AND REPLACEMENT WINDOWS <br /> or Section R322 of the International Residential Code, as 406.1 Replacement glass.The installation or replacement of <br /> applicable, any repairs that do not constitute substantial glass shall be as required for new installations. <br /> improvement or repair of substantial damage of the existing <br /> structure are not required to comply with the flood design 406.2 Replacement window opening control devices. In <br /> requirements for new construction. Group R-2 or R-3 buildings containing dwelling units, win- <br /> dow opening control devices complying with ASTM F 2090 <br /> shall be installed where an existing window is replaced and <br /> SECTION 405 where all of the following apply to the replacement window: <br /> FIRE ESCAPES 1. The window is operable; <br /> 405.1 Where permitted.Fire escapes shall be permitted only 2. The window replacement includes replacement of the <br /> as provided for in Sections 405.1.1 through 405.1.4. sash and the frame; <br /> 405.1.1 New buildings. Fire escapes shall not constitute 3. The top of the sill of the window opening is at a height <br /> any part of the required means of egress in new buildings. less than 36 inches(915 mm)above the finished floor; <br /> 405.1.2 Existing fire escapes.Existing fire escapes shall 4. The window will permit openings that will allow pas- <br /> continue to be accepted as a component in the means of sage of a 4-inch-diameter (102 mm) sphere when the <br /> egress in existing buildings only. window is in its largest opened position;and <br /> 405.1.3 New fire escapes. New fire escapes for existing 5. The vertical distance from the top of the sill of the win- <br /> ( buildings shall be permitted only where exterior stairways dow opening to the finished grade or other surface <br /> cannot be utilized due to lot lines limiting stairway size or below,on the exterior of the building,is greater than 72 <br /> due to the sidewalks, alleys or roads at grade level. New inches(1829 mm). <br /> fire escapes shall not incorporate ladders or access by win The window opening control device, after operation to <br /> down. release the control*device allowing the window to fully open, <br /> 405.1.4 Limitations.Fire escapes shall comply with this shall not reduce the minimum net clear opening area of the <br /> section and shall not constitute more than 50 percent of the window unit to less than the area required by Section 1029.2 <br /> required number of exits nor more than 50 percent of the of the International Building Code. <br /> required exit capacity. <br /> Exceptions: <br /> 405.2 Location. Where located on the front of the building 1. Operable windows where the top of the sill of the <br /> and where projecting beyond the building line, the lowest window opening is located more than 75 feet (22 <br /> landing shall be not less than 7 feet(2134 mm)or more than 860 mm) above the finished grade or other surface <br /> 12 feet(3658 mm)above grade,and shall be equipped with a below, on the exterior of the room, space or build- <br /> counterbalanced stairway to the street.In alleyways and thor- ing,and that are provided with window fall preven- <br /> oughfares less than 30 feet (9144 mm) wide, the clearance tion devices that comply with ASTM F 2006. <br /> under the lowest landing shall be not less than 12 feet(3658 <br /> mm). 2. Operable windows with openings that are provided <br /> 405.3 Construction. The fire escape shall be designed to with window fall prevention devices that comply <br /> support a live load of 100 pounds per square foot(4788 Pa) with ASTM F 2090. <br /> and shall be constructed of steel or other approved noncom- 406.3 Replacement window emergency escape and rescue <br /> bustible materials.Fire escapes constructed of wood not less openings.Where windows are required to provide emergency <br /> than nominal 2 inches(51 mm)thick are permitted on build- escape and rescue openings in Group R-2 and R-3 occupan- <br /> ings of Type V construction.Walkways and railings located cies,replacement windows shall be exempt from the require- <br /> over or supported by combustible roofs in buildings of Type ments of Sections 1030.2, 1030.3 and 1030.5 provided the <br /> III.and IV construction are permitted to be of wood not less replacement window meets the following conditions: " <br /> than nominal 2 inches(51 mm)thick. 1. The replacement window is the manufacturer's largest <br /> t' 405.4 Dimensions.Stairways shall be at least 22 inches(559 standard size window that will fit within the existing <br /> mm)wide with risers not more than,and treads not less than, frame or existing rough opening.The replacement win- <br /> 8 inches (203 mm) and landings at the foot of stairways not dow shall be permitted to be of the same operating style <br /> 2015 INTERNATIONAL EXISTING BUILDING CODE® 19 <br />