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Western Steel Erection plan review notes
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Wayzata
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2687 Wayzata Boulevard West
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1003.2.2.2.3 1997 UNIFORM BUILDING CODE <br /> 1003.2.8.2 <br /> 1003.2.2.2.3 Areas with fixed seats. For areas having fixed 1003.2.3.3 Maintaining width.If the minimum required width <br /> seats,the occupant load for such areas shall be determined by the of the means of egress system increases along the path of exit trav- <br /> number of fixed seats installed therein. el based on cumulative occupant loads served, such width shall <br /> For areas having fixed benches or pews,the occupant load shall not be reduced or otherwise diminished to less than the largest <br /> not be less than the number of seats based on one person for each minimum width required to that point along the path of exit travel. <br /> 18 inches(457 mm)of length of pew or bench.Where fixed booths EXCEPTION:In other than Group H,Divisions 1,2,3 and 7 Occu- <br /> are used in dining areas,the occupant load shall be based on one panties,the width of exterior exit doors from an exit enclosure may be <br /> person for each 24 inches(610 mm)of booth length.Where fixed based on the largest occupant load of all levels served by such exit en- <br /> benches, pews or booths are curved,the larger radius shall deter- closure multiplied by a factor of 0.2(5.08). <br /> mine the booth length. 1003.2.3.4 Exiting from adjacent levels.No cumulative or con- <br /> tributing occupant loads from adjacent building levels need be <br /> 1003.2.2.2.4 Outdoor areas.The occupant load of yards,patios, considered when determining the required width of means of <br /> courts and similar outdoor areas shall be assigned by the building egress components from a give%level. <br /> official in accordance with their anticipated use. Such outdoor Where an exit enclosure from an upper floor and a lower floor <br /> areas accessible to and usable by the building occupants shall be converge at an intermediate floor, the width of the exit from the <br /> provided with a means of egress as required by this chapter.Where intermediate floor shall be based on the sum of the occupant loads <br /> an outdoor area exits only through a building,the occupant load of of such upper and lower floors. <br /> such outdoor area shall be considered in the design of the means of <br /> egress system of that building. 1003.2.3.5 Two-way exits.Where exit or exit-access doorways <br /> serve paths of exit travel from opposite directions, the width of <br /> 1003.2.2.2.5 Reviewing stands, grandstands and bleachers. such exit or exit-access doorways shall be based on the largest oc- <br /> The occupant load for reviewing stands,grandstands and bleach- cupant load served.Where such exit or exit-access doorways are <br /> ers shall be calculated in accordance with Section 1003.2.2.2 and required to swing in the direction of exit travel by Section <br /> the specific requirements contained in Section 1008. 1003.3.1.5, separate exit width for each path of exit travel shall be <br /> 1003.2.2.3 Maximum occupant load. <br /> provided based on the occupant load of the area that is served. <br /> 1003.2.4 Height.Except as specified elsewhere in this chapter, <br /> 1003.2.2.3.1 Assembly occupancies. The maximum occupant the means of egress system shall have a clear height of not less <br /> load for an assembly occupancy shall not exceed the occupant than 7 feet(2134 mm)measured vertically from the walking sur- <br /> load determined in accordance with Section 1003.2.2.2. face to the lowest projection from the ceiling or overhead struc- <br /> EXCEPTION:When approved by the building official,the occu- ture. <br /> pant load for an assembly occupancy may be increased,provided the EXCEPTION: Sloped ceilings permitted by Section 310.6.1. <br /> maximum occupant load served does not exceed the capacity of the 1003.2.5 Exit continuity.The path of exit travel along a means of <br /> means of egress system for such increased number of occupants. egress shall not be interrupted by any building element other than <br /> For temporary increases of occupant loads in places of assem- a means of egress component as specified in this chapter.Obstruc- <br /> bly,see the Fire Code. tions shall not be placed in the required width of a means of egress <br /> 1003.2.2.3.2 Other occupancies.For other than assembly occu- except projections permitted by this chapter.The required capac- <br /> pancies,an occupant load greater than that determined in accord- ity of a means of egress system shall not be diminished along the <br /> ante with Section 1003.2.2.2 is permitted;however,the means of Path of exit travel. <br /> egress system shall comply with the requirements of this chapter 1003.2.6 Changes in elevation. All exterior elevation changes <br /> for such increased occupant load. and interior elevation changes of 12 inches (305 mm) or more <br /> along the path of exit travel shall be made by steps,stairs or stair- <br /> 1003.2.2.4 Minimum occupant load. An occupant load less ways conforming with the requirements of Section 1003.3.3.3 or <br /> than that determined in accordance with Section 1003.2.2.2 shall ramps conforming with the requirements of Section 1003.3.4. <br /> not be used. <br /> Interior elevation changes of less than 12 inches (305 mm) <br /> 1003.2.2.5 Revised occupant load.No increase in occupant load along the path of exit travel serving an occupant load of 10 or more <br /> shall be made to any existing building or structure unless the shall be by ramps conforming with the requirements of Section <br /> means of egress system is made to comply with the requirements 1003.3.4. <br /> of this chapter for such increased occupant load.See Section 3405. EXCEPTIONS: 1.In Group R,Division 3 Occupancies and within <br /> individual dwelling units of Group R,Division l Occupancies. <br /> 1003.2.3 Width. 2.Along aisles adjoining seating areas. <br /> 1003.2.3.1 General.The width of the means of egress system or 1003.2.7 Elevators or escalators. Elevators or escalators shall <br /> any portion thereof shall be based on the occupant load served. not be used as a required means of egress component. <br /> 1003.2.3.2 Minimum width.The width,in inches(mm),of any 1003.2.8 Means of egress identification. <br /> component in the means of egress system shall not be less than the 1003.2.8.1 General. For the purposes of Section 1003.2.8, the <br /> product determined by multiplying the total occupant load served term"exit sign"shall mean those required signs that indicate the <br /> by such component by the applicable factor set forth in Table path of exit travel within the means of egress system. <br /> 10-B.In no case shall the width of an individual means of egress 1003.2.8.2 Where required.The path of exit travel to and within <br /> component be less than the minimum required for such compo- exits in a building shall be identified by exit signs conforming to <br /> compo- <br /> nent as specified elsewhere in this chapter. <br /> the requirements of Section 1003.2.8. Exit signs shall be readily <br /> Where more than one exit or exit-access doorway serves a visible from any direction of approach.Exit signs shall be located <br /> building or portion thereof,such calculated width shall be divided as necessary to clearly indicate the direction of egress travel.No <br /> approximately equally among the means of egress components point shall be more than 100 feet(30 480 mm) from the nearest <br /> serving as exits or exit-access doorways for that area. visible sign. <br /> 1-106 <br />
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