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Western Steel Erection plan review notes
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1003.3.3.6 1997 UNIFORM BUILDING CODE <br /> 1003.3.4.4 <br /> 2.Handrails may have starting or volute newels within the first tread EXCEPTIONS:1.Group R.Division 3 Occupancies. <br /> on stairways in Group R,Division 3 Occupancies and within individual 2.Protection of exterior wall openings is not required where the <br /> dwelling units of Group R,Division 1 Occupancies. exterior openings in the interior stairway are protected by fixed or self- <br /> The handgrip portion of handrails shall not be less than closing fire assemblies having a three-fourths-hour fire-protection <br /> 11/4 inches (32 mm) nor more than 2 inches (51 mm)in cross- rating- <br /> sectional dimension or the shape shall provide an equivalent grip- 3.Protection of openings is not required for open parking garages <br /> ping surface. The handgrip portion of handrails shall have a conforming to Section 405. <br /> smooth surface with no sharp comers.Handrails projecting from a 1003.3.3.11 Stairway to roof.In buildings four or more stories in <br /> wall shall have a space of not less than 11/2 inches (38 mm) height, one stairway shall exte4,to the roof surface,unless the <br /> between the wall and the handrail. roof has a slope steeper than 4 units vertical in 12 units horizontal <br /> 10033.3.7 Guardrails.Stairways open on one or both sides shall (33%slope). <br /> have guardrails as required by Section 509. 1003.3.3.12 Roof hatches. All )required interior stairways that <br /> extend to the top floor in any building four or more stories in <br /> 10033.3.8 Alternative stairways. height shall have, at the highest point of the stair shaft, an <br /> approved hatch openable to the exterior not less than 16 square <br /> 10033.3.8.1 Circular stairways. Circular stairways conform- feet(1.5 m2)in area and having a minimum dimension of 2 feet <br /> ing to the requirements of this section may be used as a means of (610 mm). <br /> egress component in any occupancy.The minimum width of run <br /> shall not be less than 10 inches(254 mm)and the smaller stairway EXCEPTION:A roof hatch need not be provided on pressurized <br /> radius shall not be less than twice the width of the stairway. enclosures or on stairways that extend to the roof with an opening onto <br /> that roof. <br /> 100333.8.2 Winding stairways.In Group R,Division 3 Occu- 1003.3.3.13 Stairway identification. Stairway identification F <br /> panties and in private stairways in Group R,Division 1 Occupan- signs shall be located at each floor level in all enclosed stairways F <br /> cies,winding stairways may be used if the required width of run is in buildings four or more stories in height.Such signs shall iden- F <br /> provided at a point not more than 12 inches(305 mm)from the tify the stairway,indicate whether or not there is roof access,the F <br /> side of the stairway where the treads are narrower,but in no case floor level,and the upper and lower terminus of the stairway.The F <br /> shall the width of run be less than 6 inches(152 mm)at any point. sign shall be located approximately 5 feet(1524 mm)above the F <br /> landing floor in a position that is readily visible when the door is in F <br /> 10033.3.8.3 Spiral stairways.In Group R,Division 3 Occupan- either the open or closed position. Signs shall comply with F <br /> cies and in private stairways within individual units of Group R, requirements of UBC Standard 10-2. F <br /> Division 1 Occupancies,spiral stairways may be installed.A spi- <br /> ral stairway is a stairway having a closed circular form in its plan 1003.3.4 Ramps. <br /> view with uniform section shaped treads attached to and radiating 1003.3.4.1 General.Ramps used as a component in a means of <br /> about a minimum diameter supporting column. Such stairways egress system shall conform to the requirements of Section <br /> may be used as a required means of egress component where the 1003.3.4. <br /> area served is limited to 400 square feet(37.16 m2). <br /> EXCEPTION:Ramped aisles within assembly rooms shall con- <br /> The tread shall provide a clear walking area measuring at least form to the requirements in Section 1004.3.2. <br /> 26 inches(660 mm)from the outer edge of the supporting column 1003.3.4.2 Width.The width of ramps shall be determined as <br /> to the inner edge of the handrail.The effective tread is delineated specified in Section 1003.2.3,but shall not be less than 44 inches <br /> by the nosing radius line,the exterior arc(inner edge of railing) <br /> and the overlap radius line (nosing radius line of tread above). serving <br /> mm),except as specified herein and in Chapter 11.Ramps <br /> s <br /> Effective tread dimensions are taken along a line perpendicular to servingoccupant load of less than 50 shall not be less than <br /> the center line of the tread.A run of at least 71/2 inches(191 mm) 36 inchess(914 mm)in width. <br /> shall be provided at a point 12 inches(305 mm)from where the Handrails may project into the required width a distance of <br /> tread is the narrowest. The rise shall be sufficient to provide a 31/2 inches(89 mm)from each side of a ramp.Other projections, <br /> headroom clearance of not less than 6 feet 6 inches(1981 mm); such as trim and similar decorative features,may project into the <br /> however,such rise shall not exceed 91/2 inches(241 mm). required width 11/2 inches(38 mm)from each side. <br /> 100333.9 Interior stairway construction. Interior stairways 1003.3.4.3 Slope.The slope of ramps required by Chapter 11 that <br /> shall be constructed based on type of construction requirements as are located within an accessible route of travel shall not be steeper <br /> specified in Sections 602.4,603.4,604.4,605.4 and 606.4. than 1 unit vertical in 12 units horizontal(8.3%slope).The slope <br /> of other ramps shall not be steeper than 1 unit vertical in 8 units <br /> Except where enclosed usable space under stairs is prohibited horizontal(12.5%slope). <br /> by Section 1005.3.3.6,the walls and soffits of such enclosed space <br /> shall be protected on the enclosed side as required for one-hour 1003.3.4.4 Landings.Ramps having slopes steeper than 1 unit <br /> fire-resistive construction. vertical in 20 units horizontal(5%slope)shall have landings at the <br /> Stairways exiting directly to the exterior of a building four or top and bottom,and at least one intermediate landing shall be pro- <br /> more stories in height shall be provided with a means for emer- vided for each 5 feet(1524 mm)of vertical rise measured between <br /> gency entry for fire department access.(See the Fire Code.) the horizontal planes of adjacent landings.Top landings and inter- <br /> mediate landings shall have a dimension measured in the direction <br /> 1003.3.3.10 Protection of exterior wall openings.All openings of ramp run of not less than 5 feet(1524 mm).Landings at the bot- <br /> in the exterior wall below and within 10 feet(3048 mm),measured tom of ramps shall have a dimension in the direction of ramp run of <br /> horizontally, of openings in an interior exit stairway serving a not less than 6 feet(1829 mm). <br /> building over two.stories in height or a floor level having such Doors in any position shall not reduce the minimum dimension <br /> openings in two or more floors below,shall be protected by fixed of the landing to less than 42 inches (1067 mm) and shall not <br /> or self-closing fire assemblies having a three-fourths-hour fire- reduce the required width by more than 7 inches(178 mm)when <br /> protection rating.See Section 1006.3.3.1. fully open. <br /> 1-110 <br />
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