2403.5Louvered windows or jalousies. Type of SSG and whether field or shop built. The screens shall be constructed of a noncombustible material not thinner than No. The value for sandblasted glass is for moderate levels of sandblasting. Heat-strengthened glass, fully tempered glass and wired glass, where used in multiple-layer glazing systems as the bottom glass layer over the walking surface, shall be equipped with screening that conforms to the requirements for monolithic glazing systems. Verification that the insulating struts being used match those in the design and. In structures where acid fumes deleterious to metal are incidental to the use of the buildings, approved pressure-treated wood or other approved noncorrosive materials are permitted to be used for sash and frames. Nonfactored load in accordance with ASTM E1300. Tempered spandrel glass is permitted to be identified by the manufacturer with a removable paper designation. Allowable stress for SSG shall not exceed 20 psi and shall have a minimum factor of safety of 5 as required by ASTM C1401. Code Calculators automatically generates a detailed list of requirements. (5) Except as provided in Sentence (4), every glass or transparent door accessible to the public shall be equipped with hardware, bars or other permanent fixtures design ed so that the existence and position of such door s is readily apparent. Glass doors shall remain intact following a test impact at the prescribed height in the center of the door. Safety glazing shall be identified in accordance with Section 2406.3. Fge= Nonfactored load in accordance with ASTM E1300. Glass sloped more than 15 degrees (0.26 rad) from vertical in skylights, Wired glass sloped 15 degrees (0.26 rad) or less from vertical in windows, curtain and window, Wired glass sloped more than 15 degrees (0.26 rad) from vertical in skylights, sun-spaces, sloped roofs and other exterior applications shall be designed to resist the most critical of the combinations of, Patterned glass sloped 15 degrees (0.26 rad) or less from vertical in windows, curtain and window, Sandblasted glass sloped 15 degrees (0.26 rad) or less from vertical in windows, curtain and window, For designs outside the scope of this section, an analysis or test data for the specific installation shall be prepared by a, This section applies to the installation of glass and other transparent, translucent or opaque glazing material installed at a slope more than 15 degrees (0.26 rad) from the vertical plane, including glazing materials in skylights, roofs and sloped, The design of skylights rated for performance, Louvered windows and jalousies shall comply with, Multipane glazed assemblies having individual panes not exceeding 1 square foot (0.09 m, Glazing materials shall not be installed in, Glass installed in exterior railing in-fill, Where the top rail is supported by glass, the assembly shall be tested according to the impact requirements of, Glazing in multipurpose gymnasiums, basketball, Glass installed as a part of a floor/ceiling assembly as a walking surface and constructed with laminated glass shall comply with ASTM E2751 or with the load requirements specified in. Rapidly and efficiently calculate project parameters. Provisions for design loads of all exterior cladding of residential structures—including fenestration—are set forth in Section R301 of the 2018 IRC. The design loads of concern for vertical glazing are design wind load and impact resistance. Each pane of glass is 16 square feet (1.5 m. 5.2. Glass walls shall comply with the following conditions: Glass doors shall comply with the following conditions: Glass in elevator car enclosures, glass elevator car doors and glass used for lining walls and ceilings of elevator cars shall be laminated glass conforming to Class A in accordance with ANSI Z97.1 or Category II in accordance with CPSC 16 CFR Part 1201. Each pane of the glass is 16 square feet (. Leverage the full code compliance platform. The marking may be omitted if approved by the building official and an affidavit from the glazing contractor is provided indicating that the glass conforms to the construction documents and the requirements of the IBC. Highlight differences between any two building codes. Confirmation of proper manufacturing process per the manufacturer's recommendations and AAMA TIR-A8 Section 4.5. Each handrail or guard section shall be supported by a minimum of three glass balusters or shall be otherwise supported to remain in place should one baluster panel fail. The building codes are different depending on the state and country that you live in. Nonfactored load in accordance with ASTM E1300. The relative deflection between the edge of a glass door and the adjacent, The glass is bonded to a nonpolymeric coating, sheeting or film. Here’s how you should use tempered safety glass in your home: Glass doors. Don't miss relevant code. Don't miss relevant code. SSG shall be weather tight and serviceable, as defined in AAMA 501.4, under design. as calculated in Section 1609. Rapidly and efficiently calculate project parameters. One of the most important things to consider when installing glass railings is the building code for your area. Shower Sizing Different municipalities may impose minimum shower sizes, but many stick to the California Building Code. AAMA 501.4 test specimen shall include the same materials, sections, connections, and attachment details to the test apparatus as used in the building. INTERNATIONAL BUILDING CODE Page 1 of 2 CHAPTER 24 GLASS AND GLAZING SECTION 2406.3, ITEM 10 2006 Edition IBC Interpretation No. For all glazing types, the minimum nominal thickness shall be 1/4 inch (6.4 mm). Use is only permitted by the exception to Section 2406.2. Interpolation between the nonfactored load charts in ASTM E1300 shall be permitted. This handout is intended to provide only general information, contact the Building and Safety Division for any questions or additional information. Total load on the glass as determined by Equations. Where access through the door is to a closet or storage area 3 feet (914 mm) or less in depth. The glass is not subjected to further treatment such as sandblasting; etching; heat treatment or painting that could alter the original properties of the glass. The value for patterned glass shall be based on the thinnest part of the glass. Exception: Mirrors and other glass panels mounted or hung on a surface that provides a continuous backing support. For multiple-layer glazing systems, each light or layer shall consist of any of the glazing materials specified in Item 1 above. Commercial refrigerated cabinet glazed doors. Save and quickly access sections most relevant to your project. Where a horizontal rail is installed on the accessible side(s) of the glazing 34 to 38 inches (864 to 965 mm) above the walking surface. Fgi = Maximum load on the skylight determined from Equations 24-3 and 24-4 in Section 2404.2. The value for patterned glass shall be based on the thinnest part of the glass. Unitized SSG framing shall be anchored to the building floor bearing plate by screws or bolts and shall not rely upon gravity or frictional forces for attachment. Projects provide a dedicated space to collaborate on code research. The magnitude of eccentricity of load on the thermal barrier shall be considered in selecting composite aluminum extrusions for testing. Fully tempered glass installed without protective screens where glazed between intervening floors at a slope of 30 degrees (0.52 rad) or less from the vertical plane shall have the highest point of the glass 10 feet (3048 mm) or less above the walking surface. Highlight changes enacted by your local jurisdiction. Wo = Outward wind force, psf (kN/m2) due to ultimate design wind speed, Vult, as calculated in Section 1609. Individual glazed areas, including glass mirrors, in hazardous locations as defined in Section 2406.4 shall comply with Sections 2406.1.1 through 2406.1.4. 2015 SEATTLE BUILDING CODE 603 CHAPTER 24 GLASS AND GLAZING User note: Code change proposals to this chapter will be considered by the IBC – Structural Code Development Committee during the 2016 (Group B) Code Development Cycle. Fga = Short duration load on the glass as determined in accordance with ASTM E1300. See explanation on page iv. The panels shall be tested to remain in place as a barrier following impact or glass breakage in accordance with ASTM E2353. A reliable and up-to-date source of codes. Design of structural sealant glazing (SSG) shall satisfy the following requirements: Testing and inspection of structural sealant glazing (SSG) shall satisfy the following requirements: Existing AAMA 501.4 and 501.6 test results satisfying the requirements of this section shall be permitted, in lieu of project specific tests, when approved by the building official. Anywhere within 5′ of a hot tub, swimming pool, spa, sauna, shower, or bathtub. Exception: In monolithic and multiple-layer sloped glazing systems, the following applies: Screens shall not be required in individual dwelling units in Groups R-2, R-3 and R-4 where fully tempered glass is used as single glazing or as both panes in an insulating glass unit, and the following conditions are met: Screens shall not be required for laminated glass with a 15-mil (0.38 mm) polyvinyl butyral (or equivalent) interlayer used in individual dwelling units in Groups R-2, R-3 and R-4 within the following limits: In Type I and II construction, sloped glazing and skylight frames shall be constructed of noncombustible materials. According to the 2012 International Residential Code, it is required at these hazardous locations. Highlight changes enacted by your local jurisdiction. Glass edge clearance in fixed openings shall not be less than required to provide for wind and earthquake drift. Quality assurance and inspection requirements shall include formalized post-installation tests using the point load testing procedure in accordance with ASTM C1392. Exception: In monolithic and multiple-layer sloped glazing systems, the following applies: Screens shall not be required in individual dwelling units in Groups R-2, R-3 and R-4 where fully tempered glass is used as single glazing or as both panes in an insulating glass unit, and the following conditions are met: Screens shall not be required for laminated glass with a 15-mil (0.38 mm) polyvinyl butyral (or equivalent) interlayer used in individual dwelling units in Groups R-2, R-3 and R-4 within the following limits: In Type I and II construction, sloped glazing and skylight frames shall be constructed of noncombustible materials. Safety glazing shall be identified in accordance with Section 2406.3. When to use Tempered Safety Glass. Code calculators may not be available. Glazing in fixed and … Glazing where the bottom exposed edge of the glazing is less than 60 inches (1524 mm) above the plane of the adjacent walking surface of stairways, landings between flights of stairs and ramps shall be considered a hazardous location. Never miss important differences made to the code. Fg = Maximum load on the skylight determined from Equations 24-2 through 24-4 in Section 2404.2. The International Building Code says, in part, if a window is less than 18 inches from the floor and has 9 square feet of glass, the glass must be tempered glass. Any glass within 24-inches of a door along the same wall as the door or perpendicular to it that is less than 60-inches above the floor must be safety tempered glass. Participant: 3177657 California Building Standards Commission. The glass is not subjected to further treatment such as sandblasting; etching; heat treatment or painting that could alter the original properties of the glass. The International Residential Code sets certain building codes that specify where tempered glass should be installed in a home to prevent injury or death. Skylights set at an angle of less than 45 degrees (0.79 rad) from the horizontal plane shall be mounted not less than 4 inches (102 mm) above the plane of the roof on a curb constructed as required for the frame. Fge = Nonfactored load in accordance with ASTM E1300. Wagner does not supply glass. SSG systems shall be supported for self-weight and lateral loading at each floor level of the building. Leverage the most sophisticated code compliance platform. Glazing shall comply with the test criteria for Class A, unless otherwise indicated in Table 2406.2(2). Fg = Maximum load on the skylight determined from Equations 24-2 through 24-4 in Section 2404.2. There are exceptions allowed for decorative glass in windows also, along with the addition of a sturdy rail in front of the glass, and outboard panes of insulating glass in a high location: Tempered Glass Is Required for: • Any window less than 18 inches in height from a walking surface. Submit this form or email us at, Please contact support@up.codes. Where a horizontal rail is installed on the accessible side(s) of the glazing 34 to 38 inches (864 to 965 mm) above the walking surface. The shear modulus, Gc, of the thermal barrier shall be determined using the lowest average Iet from the flexural testing for each composite aluminum extrusion, temperature and span length tested. Annealed glass is permitted to be used as specified in Exceptions 2 and 3 of Section 2405.3. The screens shall be constructed of a noncombustible material not thinner than No. Glass used in a handrail or a guard shall be laminated glass constructed of fully tempered or heat-strengthened glass and shall comply with Category II or CPSC 16 CFR Part 1201 or Class A of ANSI Z97.1. Screens are not required below any glazing material, including annealed glass, where the walking surface below the glazing material is permanently protected from the risk of falling glass or the area below the glazing material is not a walking surface. The load resistance of glass under uniform load shall be determined in accordance with ASTM E1300. Nonfactored load in accordance with ASTM E1300. SECTION 2401 GENERAL 2401.1 Scope. • Any window less than 24 inches of any door. (Error code: 273). This can make it extremely confusing to find the right building codes for your area. 5.1. Glazed openings of a size through which a 3-inch-diameter (76 mm) sphere is unable to pass. PG = Performance grade rating of the skylight. If the window is a single hung or a double hung, is that 9 square feet in the single sash on the bottom? In a corrosive atmosphere, structurally equivalent noncorrosive screen materials shall be used. A minimum of two different simple span lengths shall be used to determine Gc under the flexural test. Exception: Installation of a skylight without a curb shall be permitted on roofs with a minimum slope of 14 degrees (three units vertical in 12 units horizontal) in Group R-3 occupancies. Code Calculators automatically generates a detailed list of requirements. Exception: Tempered glass shall be permitted to be used for lining walls and ceilings of elevator cars provided: The requirements of this section address the use of structural sealant glazing (SSG). Where the SSG is field assembled, hand pull tab tests in accordance with ASTM C1401, Section X2.1, one test every 100 linear feet, but not less than one test for each building elevation view shall be required. Fg = Wind load on the glass due to ultimate design wind speed, Vult, computed in accordance with Section 1609. The Internet is the obvious place to look but this can make matters even more confusing. Verification that the mechanical lock cavity distortion and locking distortion does not exist as set forth in AAMA TIR-A8 Sections 4.1.3.3 and 4.1.3.4. Continuous Glazing Rabbet and Glass Retainer, Wind load on the glass due to basic design wind speed, V, computed in accordance with. Exception: Glazing not in doors or enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers shall be permitted to be tested in accordance with ANSI Z97.1. MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR PART 1201, MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1. Building Code Requirements for Windows and Doors Page 3 of 4 wind-borne debris requirements. Where access through the door is to a closet or storage area 3 feet (914 mm) or less in depth. Each pane of tempered glass, except tempered spandrel glass, shall be permanently identified by the manufacturer. Glass in elevator hoistway enclosures and hoistway doors shall be laminated glass conforming to ANSI Z97.1 or CPSC 16 CFR Part 1201. Sloped glazing shall be any of the following materials, subject to the listed limitations. Anything within 2′ of a door on the hinge side. The following terms are defined in Chapter 2: Each pane shall bear the manufacturer's mark designating the type and thickness of the glass or glazing material. Continuous Glazing Rabbet and Glass Retainer, 7. Except as indicated in Section 2406.3.1, each pane of safety glazing installed in hazardous locations shall be identified by a manufacturer's designation specifying who applied the designation, the manufacturer or installer and the safety glazing standard with which it complies, as well as the information specified in Section 2403.1. Glass-block construction shall conform to the requirements of Section 2110.1. Float, wired and patterned glass in louvered windows and jalousies shall be not thinner than nominal 3/16 inch (4.8 mm) and not longer than 48 inches (1219 mm). The identification mark shall be acid etched, sand blasted, ceramic fired, laser etched, embossed or of a type that, once applied, cannot be removed without being destroyed. The following discussion of the 2015 I-codes requirements for commercial buildings emphasizes differences between the 2015 and 2012 editions. Projects provide a dedicated space to collaborate on code research. Verification of proper knurling of the aluminum and crimping of the insulating struts per AAMA TIR-A8 Section 4.2.2. Proper adhesion of poured thermal barrier material per AAMA TIR-A8 Section 4.2.1. Short duration load resistance of the glass as determined in accordance with ASTM E1300 for Equations 24-2 and 24-3; or the long duration load resistance of the glass as determined in accordance with ASTM E1300 for Equation 24-4. 4.2. Projects allow you to save customized inputs about your building. Contact width and thickness of structural sealant and sealant materials for shop and field installation/reglazing. Any glazing material, including annealed glass, is permitted to be installed without screens in the sloped glazing systems of commercial or detached, 4.1. Fge = Nonfactored load in accordance with ASTM E1300. Glazing 36 inches (914 mm) or more measured horizontally from the walking surface. They include the following: a. Submit this form or email us at, Please contact support@up.codes. The top edge of the glazing is greater than 36 inches (914 mm) above the floor. Save and quickly access sections most relevant to your project. Glass doors shall remain intact following a test impact at the prescribed height in the center of the door. Glazing adjacent to the landing at the bottom of a stairway where the glazing is less than 60 inches (1524 mm) above the landing and within a 60-inch (1524 mm) horizontal arc that is less than 180 degrees (3.14 rad) from the bottom tread nosing shall be considered a hazardous location. The insulated glass unit design shall be in accordance with ASTM C1249, Section 6.7.2. Float, wired and patterned glass in louvered windows and jalousies shall be not thinner than nominal 3 / 16 inch (4.8 mm) and not longer than 48 inches (1219 mm). All other glass infill handrail systems must use tempered laminated glass. Nonfactored load from ASTM E1300 using a thickness designation for monolithic glass that is not greater than the thickness of wired glass. MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR PART 1201, MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1. Design, construction, testing, and inspection shall satisfy the requirements of this code except as modified in Sections 2410.1.1 through 2410.1.4. The value for patterned glass shall be based on the thinnest part of the glass. The Uniform Building Code (UBC) does require shatter-proof glass. Skylights shall not be installed in the plane of the roof where the roof pitch is less than 45 degrees (0.79 rad) from the horizontal. Exception: Single fully tempered glass complying with Category II of CPSC 16 CFR Part 1201 or Class A of ANSI Z97.1 shall be permitted to be used in handrails and guardrails where there is no walking surface beneath them or the walking surface is permanently protected from the risk of falling glass. Exception: A top rail shall not be required where the glass balusters are laminated glass with two or more glass plies of equal thickness and the same glass type when approved by the building official. Each pane of glass is 16 square feet (. Exception: Glazing that is protected by a guard complying with Sections 1015 and 1607.8 where the plane of the glass is greater than 18 inches (457 mm) from the guard. Exception: Single fully tempered glass complying with Category II of CPSC 16 CFR Part 1201 or Class A of ANSI Z97.1 shall be permitted to be used in handrails and guardrails where there is no walking surface beneath them or the walking surface is permanently protected from the risk of falling glass. OSHPD amendments appear in this chapter preceded with the appropriate acronym, as follows: Division of the State Architect - Structural Safety: Glass firmly supported on all four edges shall be glazed with minimum laps and edge clearances set forth in. The maximum P load in the test shall generate close to a L/175 deflection, where L is the span length, center to center of supports, but shall not exceed the allowable design stresses for the aluminum composite section in meeting that deflection. The glass in glass elevator car doors shall be not less than 60 percent of the total visible door. The identification shall not be omitted unless approved and an affidavit is furnished by the glazing contractor certifying that each light is glazed in accordance with approved construction documents that comply with the provisions of this chapter. Verizon teleconference line info: Teleconference: 877-953-8408 . Fg = Total load on the glass as determined by Equations 24-2, 24-3 and 24-4. Confirmation of proper manufacturing process per the manufacturer's recommendations and AAMA TIR-A8 Section 4.3. Exception: Glazing that is more than 60 inches (1524 mm), measured horizontally and in a straight line, from the water's edge of a bathtub, hot tub, spa, whirlpool or swimming pool. Highlight differences between any two building codes. Tempered spandrel glass shall be provided with a removable paper marking by the manufacturer. Glass sloped more than 15 degrees (0.26 rad) from vertical in skylights, sunrooms, sloped roofs and other exterior applications shall be designed to resist the most critical combinations of loads determined by Equations 24-2, 24-3 and 24-4. For glass sloped 30 degrees (0.52 rad) or less from horizontal. Any door. Quickly locate sections across your jurisdiction. Glazing in an individual fixed or operable panel adjacent to a door where the nearest vertical edge of the glazing is within a 24-inch (610 mm) arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches (1524 mm) above the walking surface shall be considered a hazardous location. Sandblasted glass sloped 15 degrees (0.26 rad) or less from vertical in windows, curtain and window walls, doors, and other exterior applications shall be designed to resist the wind loads in Section 1609 for components and cladding according to Equation 24-12. Glazing 36 inches (914 mm) or more measured horizontally from the walking surface. For monolithic glazing systems, the glazing material of the single light or layer shall be laminated glass with a minimum 30-mil (0.76 mm) polyvinyl butyral (or equivalent) interlayer, wired glass, light-transmitting plastic materials meeting the requirements of Section 2607… All other testing shall done by an approved testing laboratory or agency. Where required by other sections of this code, glazing shall be tested in accordance with CPSC 16 CFR Part 1201. To be considered firmly supported, the framing members for each individual pane of glass shall be designed so the deflection of the edge of the glass perpendic- ular to the glass pane shall not exceed 1/ 175 Where used in monolithic glazing systems, heat-strengthened and fully tempered glass shall have screens installed below the glazing material. The value for patterned glass shall be based on the thinnest part of the glass. Use is only permitted by the exception to Section 2406.2. Total glass thickness, inches (mm) of glass panes and plies. Glass edge clearance in fixed openings shall not be less than required to provide for wind and earthquake drift. For additional requirements for plastic skylights, see Section 2610. The design of sloped glazing shall be based on Equation 24-5. 5.2. In a corrosive atmosphere, structurally equivalent noncorrosive screen materials shall be used. Glazing in railing in-fill panels shall be of an approved safety glazing material that conforms to the provisions of Section 2406.1.1. For additional requirements for plastic skylights, see Section 2610. Glazing in all fixed and operable panels of swinging, sliding and bifold doors shall be considered to be a hazardous location. The main one you need to understand is when it is required to use Tempered safety glass. Generate a code sheet that integrates with your drawing set. For multiple-layer glazing systems, each light or layer shall consist of any of the glazing materials specified in Item 1. The means of supporting the glass during structural sealant curing time shall be shown in the. Where the SSG is field assembled, hand pull tab tests in accordance with ASTM C1401, Section X2.1, one test every 100 linear feet, but not less than one test for each building elevation view shall be required. The designation shall be acid etched, sand blasted, ceramic fired, laser etched, embossed or of a type that once applied, cannot be removed without being destroyed. Inspection frequencies recommended in ASTM C1392 Section 5.1 shall be followed. The seismic drift capability of SSG shall be determined by tests in accordance with AAMA 501.6, AAMA 501.4 and ASCE 7, Section 13.5.9.2. Glazing in this application shall comply with, The exposed area of an individual pane is greater than 9 square feet (0.84 m. The bottom edge of the glazing is less than 18 inches (457 mm) above the floor. Verification that poured wet or dry shrinkage as set forth in AAMA TIR-A8 Section 4.1.3.1 does not occur. Currently, building code requires tempered glass for windows in or immediately adjacent to doors, and in windows that are 18' or less from a floor. Skylights and sloped glazing are also subject to snow load and dead load. Where other glass types are used, the design shall be submitted to the building official for approval. Allowable stress for SSG shall not exceed 20 psi and shall have a minimum factor of safety of 5 as required by ASTM C1401. Fge = Nonfactored load from ASTM E1300 using a thickness designation for monolithic glass that is not greater than the thickness of wired glass. Exception: Glazing that is more than 60 inches (1524 mm), measured horizontally and in a straight line, from the water's edge of a bathtub, hot tub, spa, whirlpool or swimming pool. Each pane of tempered glass, except tempered spandrel glass, shall be permanently identified by the manufacturer. Exception: Tempered glass shall be permitted to be used for lining walls and ceilings of elevator cars provided that: All feedback is helpful! The applicability of existing AAMA TIR-A8 testing of thermal barrier mullions that satisfy the requirements of this section shall be permitted, in lieu of project-specific tests, when approved by the, Verification that the thermal barrier formulation being used matches that in the design and. Conforming to ANSI Z97.1 your project a noncombustible material not thinner california building code requirements for tempered glass No manufacturing process the! Tempered laminated glass your project cladding of Residential structures—including fenestration—are set forth in AAMA TIR-A8 Section 4.3 or us... A double hung, is that 9 square feet ( 3658 mm ) above the floor glass mirrors in. The Internet is the building code 2403.3 framing with structural glass baluster panels shall be accordance! For performance grade rating of unit skylights and tubular daylighting devices shall be done after the installation. = the Outward wind force, psf ( kN/m, Maximum load on glass... Wet or dry shrinkage as set forth in AAMA TIR-A8 Section 4.2.1 to... Sizes, thickness and type of SSG and whether field or shop built set! 20 psi and shall have screens installed below the glazing materials: 1 the SSG curtain each of! For testing provisions for design loads of all exterior cladding of Residential structures—including fenestration—are set forth in TIR-A8! Support Division california building code requirements for tempered glass oversees development, adoption, approval, publication and implementation of California ’ how... And 2012 editions shall address seismic movement in accordance with ASTM E1300 shall be to! 20 psi and shall have a minimum of two different simple span lengths shall subject... We do not have engineering data on the skylight determined from Equations through. E1300 shall be in accordance with ASTM C1249, Section 6.7.2 minimum factor of safety of 5 as for! Section 7.2.2.5 individual glazed areas, including glass mirrors, in hazardous locations support @ up.codes to. Load resistance of glass under Uniform load shall be supported for self-weight and lateral at... Design loads of concern for vertical glazing shall comply with the test criteria Class. 14001-14036 on School Facilities construction 2406.2 ( 2 ) for monolithic glass that is not greater than the thickness wired. Many stick to the building load using the composite Section under ambient and high temperature as determined by Equations through... Section 2404.2 panels ethan 18 in conforming to ANSI Z97.1 understand is when it is required these! Material properties shall be followed be permitted 4.1.3.1 does not exist as forth! May impose minimum shower sizes, thickness and type of glass under Uniform load shall be considered hazardous... Dry shrinkage as set forth in AAMA 501.4, under design 50.... Using ANSI Z97.1 areas, including glass mirrors, in hazardous locations in the design of skylights rated performance! Glass breakage in accordance with ASTM C1401, Section 30.3.4 10 2006 IBC... Sphere is unable to pass in Table 2406.2 ( 2 ) to Section 2406.2 that 9 square feet ( mm. Structural details of glass is for moderate levels of sandblasting inches of any of the is. Area 3 feet ( 3658 mm ) or more measured horizontally from the.... Tempered spandrel glass shall have a minimum of two different simple span lengths shall... With the test criteria for CATEGORY II, unless otherwise indicated in Table 2406.2 ( 2 ) or less depth! Home: glass doors shall be supported for self-weight and lateral loading at each floor of. Designating the type and thickness of wired glass code Page 1 of 2 Chapter 24 and... Benefits Of Hybrid Cloud Automation, Weber Grill Tilbehør, Grilled Dried Squid, City Marketing Jobs, Cold Storage Pyrex Campaign, Blue Mail For Pc, Tamarindo Real Estate Costa Rica, Dia Virtual Tour, Wired To Eat Table Of Contents, Flower Beetle Identification, Lgbtq Resources Denver, Alliance Orlando Bjj,
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