2714 COLBY AVE 2017 ROMIOS PIZZA Plans 2022-12-02

GLASS AND GLAZING 3. Outboard panes in insulating glass units or multi- tempered or heat-strengthened glass and shall comply with ple glazing where the bottom exposed edge of the Category II or CPSC 16 CFR Part 1201 or Class A of ANSI glass is 25 feet (7620 mm) or more above any Z971. Glazing in railing in-fill panels shall be of an grade, roof, walking surface or other horizontal approved safety glazing material that conforms to the provi- or sloped(within 45 degrees of horizontal) (0.79 sions of Section 2406.1.1.For all glazing types,the minimum rad) surface adjacent to the glass exterior. nominal thickness shall be'/4 inch(6.4 mm). 2406.4.4 Glazing in guards and railings. Glazing in Exception: Single fully tempered glass complying with guards and railings, including structural baluster panels Category II of CPSC 16 CFR Part 1201 or Class A of and nonstructural in-fill panels, regardless of area or ANSI Z97.1 shall be permitted to be used in handrails and height above a walking surface sha11 be considered a haz- guardrails where there is no walking surface beneath them ardous location. or the walking surface is permanently protected from the 2406.4.5 Glazing and wet surfaces. Glazing in walls, risk of falling glass. enclosures or fences containing or facing hot tubs, spas, 2407.1.1 Loads.The panels and their support system sha11 whirlpools, saunas, steam rooms, bathtubs, showers and be designed to withstand the loads specified in Section indoor or outdoor swimming pools where the bottom 1607.8.A design factor of four shall be used for safety. exposed edge of the glazing is less than 60 inches (1524 mm) measured vertically above any standing or walking 2407.1.2 Support.Each handrail or guard section shall be surface shall be considered a hazardous location. This supported by a minimum of three glass balusters or shall shall apply to single glazing and all panes in mulriple glaz- be otherwise supported to remain in place should one bal- ing. uster panel fail.Glass balusters shall not be installed with- out an attached handrail or guard. Exception: Glazing that is more than 60 inches (1524 mm),measured horizontally and in a straight line,from Exception: A top rail shall not be required where the the water's edge of a bathtub,hot tub,spa,whirlpool or glass balusters are laminated glass with two or more swimming pool. glass plies of equal thicl�ess and the same glass rype 2406.4.6 Glazing adjacent to stairways and ramps. �'�'hen approved by the building official. The panels Glazing where the bottom exposed edge of the glazing is shall be designed to withstand the loads specified in less than 60 inches(1524 mm)above the plane of the adja- Section 1607.8. cent walking surface of stairways, ]andings between 2407.1.3 Parl�ng garages.Glazing materials shall not be flights of stairs and ramps shall be considered a hazardous installed in handrails or guards in parking garages except location. for pedestrian areas not exposed to impact from vehicles. Exceptions: 2407.1.4 Glazing in wind-borne debris regions.Glazing 1. The side of a stairway,landing or ramp that has a installed in in-fill panels or balusters in wind-bome debris guard complying with the provisions of Sections regions shall comply with the following: 1015 and 1607.8, and the plane of the glass is 2407.1.4.1 Balusters and in-fill panels.Glass installed greater than 18 inches(457 mm)from the railing. in exterior railing in-fill panels or balusters shall be 2. Glazing 36 inches (914 mm) or more measured laminated glass complying with Category II of CPSC horizontally from the walking surface. 16 CFR Part 1201 or Class A of ANSI Z97.1. 2406.4.7 Glazing adjacent to the bottom stairway land- 2407.1.4.2 Glass supporting top rail. When the top ing. Glazing adjacent to the landing at the bottom of a rail is supported by glass, the assembly shall be tested stairway where the glazing is less than 60 inches (1524 according to the impact requirements of Section mm) above the landing and within a 60-inch (1524 mm) 1b09.1.2. The top rail shall remain in place after horizontal arc that is less than 180 degrees(3.14 rad)from �pact. the bottom tread nosing shall be considered a hazardous location. SECTION 2408 Exception: Glazing that is protected by a guard com- GLAZING IN ATHLETIC FACILITIES plying with Sections 1015 and 1607.8 where the plane of the glass is greater than 18 inches(457 mm)from the 2408.1 General.Glazing in athletic facilities and similar uses guard. subject to impact loads, which forms whole or partial wall 2406.5 Fire department access panels. Fire department sections or which is used as a door or part of a door, shall comply with this section. glass access panels shall be of tempered glass.For insulating glass units,all panes shall be tempered glass. 2408.2 Racquetball and squash courts. 2408.21 Testing. Test methods and loads for individual SECTION 2407 glazed areas in racquetball and squash courts subject to GLASS IN HANDRAILS AND GUARDS impact loads shall conform to those of CPSC 16 CFR Part 1201 ar ANSI Z97.] with impacts being applied at a ' 2407.1 Materials. Glass used in a handrail, guardrail or a height of 59 inches (1499 mm) above the playing surface guard secrion shall be laminated glass constructed of fully to an actual or simulated glass wall installation with fix- 546 2015 INTERNATIONAL BUILDING CODE°