Seismic ground motion values shall be determined in accordance with this section. | Privacy Policy. Printed with permissionfrom ASCE. CPD partnered with the Department of Transportation and Infrastructure, the Department of Parks and Recreation and the University of Colorado - Denver College of Architecture and Planning to examine these temporary changes. Also, the technology available to measure the results of these wind tunnel tests has advanced significantly since the 1970s. Free marketing for your company! In nonhurricane-prone regions, when the basic design, Where required, the basic design wind speeds of, 1609.3 Structural Design, Basic Design Wind Speed, Section 1609 Structural Design, Wind Loads, 2404 Wind, Snow, Seismic and Dead Loads on Glass. EXCEPTION: Other types of anchorage may be used, provided design computations are furnished for a wind pressure in an upward direction per ASCE 7, Section 27.4 or Section 28.4 at basic wind speed, V = 110 mph. To meet the requirements of Chapter 1 of the Standard, a new map is added for Risk Category IV buildings and other structures (Figure 3). Zoning provides quantitative requirements to ensure proper placement, height, bulk and use of structures throughout the city. Donald R. Scott, P.E., S.E., F.SEI, F.ASCE, Simpson Strong-Tie Introduces Aluminum Concealed Beam Hanger Designed to Take On Higher Loads in Mass Timber Applications, All Weather Insulated Panels Announces Partnership with MTL Holdings, Simpson Strong-Tie CEO Karen Colonias to Retire After 38 Years of Service in Key Management and Executive Leadership Roles. Major revisions to ASCE 7-16 that affect the wind design of buildings have been highlighted. City of Denver The project's plans have also been updated with fresh traffic forecasts and other new figures since 2008, Karen Good, an engineer for the city's transportation department, told . Wind speeds correspond to approximately a 3% probability of exceedance in 50 years (Annual Exceedance Probability = 0.00143, MRI = 700 Years). The longitudinal force on crane runway beams, except for bridge cranes with hand-geared bridges, shall be calculated as 10 percent of the maximum wheel, In order to meet the structural stability requirements of, Fixed ladders with rungs shall be designed to resist a single concentrated. Design wind pressures and their applicable. Are there tables with wind pressure maxima using vertical projection method? Such analysis shall result in a system that provides a complete, The total lateral force shall be distributed to the various vertical elements of the lateral force-resisting system in proportion to their rigidities, considering the rigidity of the horizontal bracing system or. Application information and supplemental guidelines. If you use assistive technology and would like to access the content in the PDF documents on this page, please contactplanning@denvergov.org. Exposed width, feet (mm) of the roof tile. See ASCE 7-16 for important details not included here. The wind load shall be permitted to be taken as 0.42 times the "component and cladding", For steel structural members, the deflection due to creep component of long-term, For aluminum structural members or aluminum, Power-generating stations, water treatment. For Emergencies: 9-1-1. Where sliding is used to isolate the elements, the effects of friction between sliding elements shall be included as a force. Depth of water on the undeflected roof up to the inlet of secondary drainage system when the primary drainage system is blocked (in other words, the static head), in inches (mm). Archived Denver Building Code Amendments are available for download below. Designs using TIA-222 for antenna-supporting structures and antennas, provided that the horizontal extent of Topographic Category 2 escarpments in Section 2.6.6.2 of TIA-222 shall be 16 times the height of the escarpment. The text of Section 6.2.2 of ASTM E1996 shall be substituted as follows: 6.2.2 Unless otherwise specified, select the wind zone based on the basic design, Garage door glazed opening protection for windborne debris shall meet the requirements of an, In nonhurricane-prone regions, when the basic design, Where required, the basic design wind speeds of, For each wind direction considered, an exposure category that adequately reflects the characteristics of ground surface irregularities shall be determined for the, For each selected wind direction at which the wind, A ground surface roughness within each 45-degree (0.79 rad) sector shall be determined for a distance upwind of the. This interactive map provides live current temperatures in and around your area. Load due to lateral earth pressures, ground water pressure or pressure of bulk materials. Therefore, the new wind tunnel studies used flow simulations that better matched those found in the full-scale tests along with improved data collection devices; these tests yielded increased roof pressures occurring on the roofs. 10 pounds per linear foot (0.15 kN/m) of seat applied in a direction perpendicular to each row of seats. Such roofs shall be designed to sustain the, The design and construction of buildings and structures located in, The following documentation shall be prepared and sealed by a, Every structure, and portion thereof, including nonstructural components that are permanently attached to structures and their supports and attachments, shall be designed and constructed to resist the effects of earthquake motions in accordance with Chapters 11, 12, 13, 15, 17 and 18 of ASCE 7, as applicable. Example of ASCE 7-16 Sloped Roof Component & Cladding Zoning for 7 to 20 degree roof slopes. The ultimate design wind speed, V ult, in mph, for the determination of the wind loads shall be determined by Figures 1609.3(1), 1609.3(2) and 1609.3(3). View a summary of the 2022 code changes(PDF,3MB). Where force effects are the result of the presence of the variable components, the components are permitted to be used to counter those, For the calculation of seismic force effects, the components of fixed service equipment that are variable, such as, For garages restricted to passenger vehicles accommodating not more than nine passengers, 3,000 pounds (13.35 kN) acting on an. shall be designed for a non-reducible uniformly applied design load of 55 psf. Members not previously identified including: For a sloped roof, the number of inches of rise per foot (for SI: Cab-operated or remotely operated bridge cranes (powered), Bridge cranes or monorail cranes with hand-geared bridge, trolley and hoist, No. Values interpolated to the nearest 1-mph in high wind areas. References within ASCE 7 to Chapter 14 shall not apply, except as specifically required herein. The deflection criterion for interior partitions is based on the horizontal load defined in. Where sliding is used to isolate the elements, the effects of friction between sliding elements shall be included as a force. Point values are provided to aid with interpolation. Wind exposure. Equation 12.8-2 of ASCE 7 is used to determine the seismic response coefficient. Flood design class assigned according to ASCE 24. Follow spot, projections and control rooms, Stadiums and arenas with fixed seats (fastened to the floor), Catwalks for maintenance and service access, Same as occupancy served except as indicated, Elevator machine room and control room grating (on, Finish light floor plate construction (on, File and computer rooms shall be designed for heavier, Ordinary flat, pitched, and curved roofs (that are not occupiable). Ocean promontories and local escarpments shall be examined for unusual wind conditions. Equation 12.8-2 of ASCE 7 is used to determine the seismic response coefficient, C. Applicable internal pressure coefficient. This limitation was removed in ASCE 7-16, and thus the provisions apply to rooftop equipment on buildings of all heights. The ultimate design wind speed, V ult, for use in the design of Risk Category III and IV . This load includes the Rain load on the undeflected roof, in psf (kN/m, The mapped spectral accelerations for short periods as determined in, The mapped spectral accelerations for a 1-second period as determined in, The maximum considered earthquake spectral response accelerations for short period as determined in, The maximum considered earthquake spectral response accelerations for 1-second period as determined in, The span of the horizontal element in the direction of the tie, between bearing, A coefficient with a value of 1,500 pounds per foot (2.25 kN/m) for, A coefficient with a value of 16,000 pounds (7200 kN) for structures with. The 2018 IBC and the referenced Standard are being adopted by a few jurisdictions and will become more widely used in 2019. Fire, rescue, ambulance and police stations and emergency vehicle garages. The tile shall be single lapped interlocking with a minimum head lap of not less than 2 inches (51 mm). Linear interpolation between contours. Lift coefficient. The point of uplift shall be taken at 0.76L from the head of the tile and the middle of the exposed width. Denver's code is based on international standards for safe, habitable structures. In designated design review districts throughout the city, development is also reviewed using discretionary design standards and guidelines to help ensure compatibility with a special context or to promote unique design objectives. This means that if a cooling tower is located on an administration building (Risk Category II) of a hospital but serves the surgery building (Risk Category IV) of the hospital, the wind loads determined for the cooling tower would be based on the Risk Category IV wind speed map. Wind Speed Requirements A. The deflections of structural members shall not exceed the more restrictive of the limitations of Sections. This checklist is required for all new commercial and multi-family residential construction projects; commercial tenant finish projects over 10,000 square feet; and single-family/duplex projects with new conditioned space or additions over 30% square feet. Risk category. Commercial ASHRAE Prescriptive Checklist(XLSX,151KB) During the summer of 2020, Community Planning and Development completed a study to evaluate the public right-of-way transformations that took place as businesses took advantage of the Temporary Outdoor Expansion Program. Ask a Question See ACSE 7-10 for important details not included here. The text of Section 6.2.2 of ASTM E1996 shall be substituted as follows: 6.2.2 Unless otherwise specified, select the wind zone based on the basic design wind speed, Garage door glazed opening protection for windborne debris shall meet the requirements of an, Where required, the basic design wind speeds of Figures, For each wind direction considered, an exposure category that adequately reflects the characteristics of ground surface irregularities shall be determined for the, For each selected wind direction at which the wind, A ground surface roughness within each 45-degree (0.79 rad) sector shall be determined for a distance upwind of the. Example of ASCE 7-16 Risk Category II Hawaii effective wind speed map. However, Risk New Risk Category IV wind speed map New wind load criteria for rooftop solar panels Revised (higher) design wind pressures on roofs . 60 percent for members supporting two or more floors. Point values are provided to aid with interpolation. Commercial Energy Code Modeling Report(PDF,312KB), Residential IECC Prescriptive Checklist(XLSX,82KB) Drift limits applicable to earthquake loading shall be in accordance with ASCE 7 Chapter 12, 13, 15 or, The deflections of structural members shall not exceed the more restrictive of the limitations of Sections. Cumulative effects of self-straining load forces and effects. Example of ASCE 7-16 Risk Category IV Basic Wind Speed Map. Wind-on-ice in accordance with Chapter 10 of ASCE 7. Exposed width, feet (mm) of the roof tile. A how-to guide with screenshots for creating a valid electronic signature using Adobe Acrobat or BlueBeam Revu. Applicable wind direction if more than one wind exposure is utilized. For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound = 4.448 N, 1 mile per hour = 0.447 m/s. Working hand in hand with the Denver community, the city has defined and adopted bold climate goals. This wind map should be used to determine wind velocity for your specific location. Wind exposure. The slope of the joists or truss bottom chords is not greater than 2units vertical in 12 units horizontal. For roof tiles installed with battens and fastened only by a clip near the tail of the tile, the moment arm shall be determined about the top edge of the batten with consideration given for the point of rotation of the tiles based on straight bond or broken bond and the tile profile. Such roofs shall be designed to sustain the load of rainwater that will accumulate on them to the elevation of the secondary drainage system plus the uniform load caused by water that rises above the inlet of the secondary drainage system at its design flow determined from, The design and construction of buildings and structures located in, The following documentation shall be prepared and sealed by a, Every structure, and portion thereof, including nonstructural components that are permanently attached to structures and their supports and attachments, shall be designed and constructed to resist the effects of earthquake motions in accordance with Chapters 11, 12, 13, 15, 17 and 18 of ASCE 7, as applicable. These maps differ from the other maps because the wind speed contours include the topographic effects of the varying terrain features (Figure 4). Figure 1. Cumulative effects of self-straining load forces and effects. Reciprocating machinery or power-driven units, 50 percent. Combined effect of horizontal and vertical earthquake induced forces as defined in Section 12.4 of ASCE 7. See ASCE 7-16 for important details not included here. Commerce City/Barr Lake. The live loading indicated in Table 1607.1 for library stack rooms applies to stack room floors that support nonmobile, double-faced library book stacks, subject to the following limitations: The design of stadiums and arenas with fixed seats shall include horizontal swaying forces applied to each row of seats as follows: The parallel and perpendicular horizontal swaying forces are not required to be applied simultaneously. This is the first edition of the Standard that has contained such provisions. 8 wood-screw-based anchor with 2-inch embedment length, No. Each portion of a roof shall be designed to sustain the. Agricultural storage structures intended only for incidental human occupancy. Members without provisions for continuous shear transfer normal to their span, A reduction shall not be permitted where the. However, the roof still needs to be designed appropriately assuming the solar panels are removed or not present. For example, a northerly wind . See ASCE 7-16for important details not included here. UPDATED DECEMBER 2019. The ultimate design wind speed, V ult, for use in the design of Risk Category II buildings and structures shall be obtained from Figure 1609.3(1). Experience STRUCTURE magazine at its best! Where using these alternative allowable stress load combinations that include wind or seismic, For purposes of design, the actual weights of materials of constructionshall be used. combined effects of snow and, Buildings, structures and parts thereof shall be designed to withstand the minimum wind, The provisions of ICC 600 are applicable only to buildings located within Exposure B or C as defined in, WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR. Are sufficient to pose a threat to the public if released. Elevator machine room and control room grating, 12. Not many users of the Standard utilize the Serviceability Wind Speed Maps contained in the Commentary of Appendix C, but these four maps (10, 25, 50 & 100-year MRI) are updated to be consistent with the new wind speed maps in the body of the Standard. Wind speeds correspond to approximately a 15% probability of exceedance in 50 years (Annual Exceedance Probability = 0.00143, MRI = 700 Years). Load due to lateral earth pressures, ground water pressure or pressure of bulk materials. Such reduction shall not exceed the smallest of: Ordinary flat, pitched and curved roofs, and, The structure of a roof that supports solar, Structures with open grid framing and without a, Roof structures that provide support for ballasted. The primary objective was to better understand their physical configurations, how they were used and their relative degrees of success. The contact, 1607.8 Loads on Handrails, Guards, Grab Bars and Seats, 1607.8.2 Grab Bars, Shower Seats and Dressing Room Bench Seats, 1607.10.3 Elements Supporting Hoists for Faade Access and Building Maintenance Equipment, 1607.10.4 Fall Arrest and Lifeline Anchorages, 1607.11.1 Basic Uniform Live Load Reduction, 1607.11.2 Alternative Uniform Live Load Reduction, 1607.13.2.1 Ordinary Roofs, Awnings and Canopies, 1607.13.3.1 Vegetative and Landscaped Roofs, 1607.13.5.2 Photovoltaic Panels or Modules, 1607.13.5.2.1 Photovoltaic Panels Installed on Open Grid Roof Structures, 1607.13.5.3 Photovoltaic Panels or Modules Installed as an Independent Structure, 1607.13.5.4 Ballasted Photovoltaic Panel Systems, 1608.5 Snow Load on Uncovered Parking Decks. Roofs that do not have sufficient slope or camber to ensure adequate drainage shall be investigated for ponding. CPD's new International Energy Conservation Code (IECC) checklist is designed to support project teams in navigating complexities of the IECC section of Denvers 2019 Building and Fire Code, and succeeding in delivering projects that support our communitys expressed priorities. The ultimate design wind speed . Weight of ice in accordance with Chapter 10 of ASCE 7. These changes affect the use of the 2013 Colorado Front Range Gust Map to determine design wind speed and the effect of air density on the calculation of design velocity pressures using ASCE 7. Designated earthquake, hurricane or other emergency shelters. The loading applies to stack room floors that support nonmobile, double-faced library book stacks, subject to the following limitations: The remaining portions of the joists or truss bottom chords shall be designed for a uniformly distributed concurrent, Floors, roofs and other similar surfaces shall be designed to support the uniformly distributed, In office buildings and in other buildings where partition locations are subject to change, provisions for partition weight shall be made, whether or not partitions are shown on the, Floors and other surfaces that are intended to support vehicle, Where any structure does not restrict access for vehicles that exceed a 10,000-pound (4536 kg) gross vehicle weight rating, those portions of the structure subject to such, Where a structure or portions of a structure are accessed and loaded by, Garages designed to accommodate vehicles that exceed a 10,000-pound (4536 kg) gross vehicle weight rating, shall be designed using the live loading specified by, Where a structure is intended to have forklifts or other movable equipment present, the structure shall be designed for the total vehicle or equipment load and the individual wheel, The maximum weight of vehicles allowed into or on a garage or other structure shall be posted by the, Grab bars, shower seats and dressing room bench seats shall be designed to resist a single concentrated load of 250 pounds (1.11 kN) applied in any direction at any point on the grab bar or seat so as to produce the maximum, Members, elements and components subject to dynamic, For the purpose of design, the weight of machinery and moving. Ultimate Design Wind Speed, V ult (mph) 150 160 Pos Neg Pos Neg s 1,1'g 10 10.0 -38.7 11.2 -44.0 1,1'g 20 10.0 -34.4 10.5 -39.1 Members not previously identified including: Cab-operated or remotely operated bridge cranes (powered), Bridge cranes or monorail cranes with hand-geared bridge, trolley and hoist, No. The new ASCE 7-16 Minimum Design Loads and Associated Criteria for Buildings and Other Structures (Standard) is adopted into the 2018 International Building Code (IBC) and is now hitting your desks. Wind direction is determined by the direction from which it originates. Denver shall satisfy the requirements of, End connections of all beams and girders shall have a minimum, LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES, Longitudinal ties shall consist of continuous reinforcement in slabs; continuous or spliced decks or sheathing; continuous or spliced members framing to, within or across, Transverse ties shall consist of continuous reinforcement in slabs; continuous or spliced decks or sheathing; continuous or spliced members framing to, within or across, Perimeter ties shall consist of continuous reinforcement in slabs; continuous or spliced decks or sheathing; continuous or spliced members framing to, within or across. Wind Resistance of Asphalt Shingles (per the 2015 IRC - Section R905.2.4.1) i. The preceding deflections do not ensure against ponding. The adjustment can be substantial for locations that are located at higher elevations. Wind tunnel tests in accordance with ASCE 49 and Sections 31.4 and 31.5 of ASCE 7. There are two methods provided in the new Standard. Thus, the roof pressure coefficients have been modified to more accurately depict roof wind pressures. Mountainous terrain, gorges, ocean promontories, and special wind regions shall be examined for unusual wind conditions. Risk category. Get your design information per project locations in seconds! The live loading indicated in Table 1607.1 for sidewalks, vehicular driveways, and, In residential occupancies, uninhabitable, The remaining portions of the joists or truss bottom chords shall be designed for a uniformly distributed concurrent, For SI: 1 pound per square foot = 0.0479 kN/m, Buildings, structures and parts thereof shall be designed to withstand the minimum wind, The provisions of ICC 600 are applicable only to buildings located within Exposure B or C as defined in, WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR. The Board of Appeals is an independent body that reviews: Report a Problem 10 AM 4 PM 10 PM Fri. Massachusetts Current Temperatures. I am designing a 1216 ft shed max height is 14.ft in a zone exposure C ASCE 7-16 simplified wind load method. on average shear wave velocity, measured for the top 100 feet of the soil profile, shall comply with the following limitations: 1613.2.3 Site Coefficients and Adjusted Maximum Considered Earthquake Spectral Response Acceleration Parameters, 1613.2.4 Design Spectral Response Acceleration Parameters, 1613.2.5 Determination of Seismic Design Category, 1613.2.5.1 Alternative Seismic Design Category Determination, 1613.2.5.3 Seismic Design Category, Minimum, 1613.3 Ballasted Photovoltaic Panel Systems, 1616.2.2 Structural Steel, Open Web Steel Joist or Joist Girder, or Composite Steel and Concrete Frame Structures, RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCE. Download the study to review the results and findings from these efforts, which will inform future actions by the city and community regarding alternative uses of the public right-of-way. The horizontal distributed load need only be applied to the partition framing. Wind speeds correspond to approximately a 1.6% probability of exceedance in 50 years (Annual Exceedance Probability = 0.00033, MRI = 3000 Years). The provisions of this chapter shall govern the structural design of buildings, structures and portions thereof regulated by this code. Vertical ties shall consist of continuous or spliced reinforcing, continuous or spliced members, 1605.2 Load Combinations Using Strength Design or Load and Resistance Factor Design, 1605.3 Load Combinations Using Allowable Stress Design, 1605.3.2 Alternative Basic Load Combinations, 1607.7.2 Fire Truck and Emergency Vehicles, The front axle load shall be 22,800 pounds (11,400 pounds per tire) with a tire contact, A load of 52,000 pounds on one outrigger. The preceding deflections do not ensure against ponding. The lateral force on crane runway beams with electrically powered trolleys shall be calculated as 20 percent of the sum of the rated capacity of the crane and the weight of the hoist and trolley. The definition and classification of soil materials shall be in accordance with ASTM D2487. See ASCE 7-16 for important details not included here. The hill, ridge or escarpment is 60 feet (18 288 mm) or higher if located in Exposure B or 30 feet (9144 mm) or higher if located in Exposure C. The maximum average slope of the hill exceeds 10 percent. 32 0 10 20 30 40 50 F. Location-specific basic wind speeds shall be permitted to be determined using www.atcouncil.org/windspeed. For Emergencies: 9-1-1. Designated earthquake, hurricane or other emergency shelters. Building Code of City and County of Denver, Chapter 3 Occupancy Classification and Use, Chapter 4 Special Detailed Requirements Based on Occupancy and Use, Chapter 7 Fire and Smoke Protection Features, Chapter 9 Fire Protection and Life Safety Systems, Chapter 15 Roof Assemblies and Rooftop Structures, Chapter 25 Gypsum Board, Gypsum Panel Products and Plaster, Chapter 30 Elevators and Conveying Systems, Chapter 32 Encroachments Into the Public Right-of-Way, Chapter 33 Safeguards During Construction, Appendix C Group UAgricultural Buildings, Appendix E Supplementary Accessibility Requirements, Appendix L Earthquake Recording Instrumentation, Appendix M Tsunami-Generated Flood Hazard, Appendix P Construction in Designated Special Construction Zones, Appendix R Colorado Revised Statutes Title 9 Article 5 - Standards for Accessible Housing, Appendix S Airport Structures and Systems, Appendix T International Swimming Pool and Spa Code. Structures that require special consideration of their response characteristics and environment that are not addressed by this code or ASCE 7 and for which other regulations provide seismic criteria, such as vehicular bridges, electrical transmission towers, hydraulic structures, buried utility lines and their appurtenances and nuclear reactors. This factor is even smaller for the considerable areas where the actual peak-gust wind speed is larger than 3631.2 543 m/s ~96 mph!. Help If you need more information about our wind statistics for Denver Intl Airport, have a look at our help section. Source: National Weather Service, National Oceanic and Atmospheric Administration, Washington, DC. UPDATED OCTOBER 2020. Where the soil properties are not known in sufficient detail to determine the site. The Denver Building and Fire Code establishes the minimum, mandatory standards for building construction in Denver. Although annual wind speed averages have gotten up to 15 mph in Fargo, the city's average from 1948 to 2014 was about 11.2 mph, North Dakota State . The wind loads for solar panels do not have to be applied simultaneously with the component and cladding wind loads for the roof. The correct values to be used in lieu of the values listed in the daily fastest mile wind speed files are listed below. Printed with permission from ASCE. One method applies specifically to a low-sloped roof (less than 7 degrees) (Figure 5) and the second method applies to any roof slope where solar panels are installed parallel to the roof. One new clarification is that the basic design wind speed for the determination of the wind loads on this equipment needs to correspond to the Risk Category of the building or facility to which the equipment provides a necessary service. Wind speeds correspond to approximately a 3% probability of exceedance in 50 years (Annual Exceedance Probability = 0.00143, MRI = 700 Years). Additional depth of water on the undeflected roof above the inlet of secondary drainage system at its design flow (in other words, the hydraulic head), in inches (mm). For mechanical parking structures without slab or deck that are used for storing passenger vehicles only, 2,250 pounds (10 kN) per wheel. The deflection of framing members supporting glass subjected to 0.6 times the "component and cladding" wind, Members that tend to accumulate residual deformations under repeated service, Any system or method of construction to be used shall be based on a rational analysis in accordance with well-established principles of mechanics. In the absence of definite information, values used shall be subject to the approval of the, The weight of all landscaping and hardscaping materials for vegetative and landscaped roofs shall be considered as, Fabric construction supported by a skeleton structure, All other construction, except one- and two-family, For SI: 1 inch = 25.4 mm, 1 square inch = 645.16 mm, Floors, roofs and other similar surfaces shall be designed to support the uniformly distributed, In office buildings and in other buildings where partition locations are subject to change, provisions for partition weight shall be made, whether or not partitions are shown on the, Floors in garages or portions of a building used for the storage of motor vehicles shall be designed for the uniformly distributed, Floors and other surfaces that are intended to support vehicle, Where any structure does not restrict access for vehicles that exceed a 10,000-pound (4536 kg) gross vehicle weight rating, those portions of the structure subject to such, Where a structure or portions of a structure are accessed and loaded by fire department access vehicles and other similar emergency vehicles, the structure shall be designed for the greater of the following, Garages designed to accommodate vehicles that exceed a 10,000-pound (4536 kg) gross vehicle weight rating, shall be designed using the live loading specified by, Where a structure is intended to have forklifts or other movable equipment present, the structure shall be designed for the total vehicle or equipment, The maximum weight of vehicles allowed into or on a garage or other structure shall be posted by the, Grab bars, shower seats and accessible benches shall be designed to resist a single concentrated, Members, elements and components subject to dynamic, For the purpose of design, the weight of machinery and moving.

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