Zoning provides quantitative requirements to ensure proper placement, height, bulk and use of structures throughout the city. The Current Wind map shows the current wind speed and direction for the most recent hour. There are also many minor revisions contained within the new provisions. In the absence of definite information, values used shall be subject to the approval of the, Follow spot, projections and control rooms, File and computer rooms shall be designed for heavier, Stadiums and arenas with fixed seats (fastened to floor), All roof surfaces subject to maintenance workers, Fabric construction supported by a skeleton structure, All other construction, except one- and two-family, Ordinary flat, pitched, and curved roofs (that are not occupiable), Primary roof members exposed to a work floor, For SI: 1 inch = 25.4 mm, 1 square inch = 645.16 mm. It seems that zones 2c and 3 could be different but not zone 1 or 2r. Table 26.9-1 ASCE 7-16 ground elevation factor. The wind speeds in the northern Great Plains region remain approximately the same as in ASCE 7-10. 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). The centerlines of Federal Boulevard, Sheridan Boulevard, and Kipling Boulevard are assumed to be projected to the north and south boundaries of the City and County of Denver. For SI: 1 pound per square foot per foot of depth = 0.157 kPa/m, 1 foot = 304.8 mm. Thus, the roof pressure coefficients have been modified to more accurately depict roof wind pressures. Map shows direction speed and patterns of surface winds across the US updated hourly. See ASCE 7-16 for important details not included here. The following Colorado wind speeds have been reported by the National Weather Service for Dec. 15, 2021. 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). Each building and structure shall be assigned a, Where a building or structure is occupied by two or more occupancies not included in the same, Materials and methods of construction that are not capable of being designed by, Lateral force-resisting systems shall meet seismic detailing requirements and limitations prescribed in this code and ASCE 7 Chapters 11, 12, 13, 15, 17 and 18 as applicable, even where wind, Regardless of which load combinations are used to design for, In lieu of the load combinations in ASCE 7, Section 2.4, structures and portions thereof shall be permitted to be designed for the most critical effects resulting from the following combinations. This load includes the Aviation control towers, air traffic control centers and emergency aircraft hangars. 10 wood-screw-based anchor with 2-inch embedment length, Basic design wind speeds determined from Figures. UPDATED DECEMBER 2019. Inadvertently not amended in last code cycle. . Major revisions to ASCE 7-16 that affect the wind design of buildings have been highlighted. The most significant reduction in wind speeds occurs in the Western states, which decreased approximately 15% from ASCE 7-10 (Figures 1 and 2). 1612.3 Establishment of Flood Hazard Areas, the City and County of Denver adopts "regulatory floodplains" which are defined in the Denver Floodplain Ordinance in Section 56-201 of the Denver Revised Municipal Code as "The land subject to inundation by the. Applicable internal pressure coefficient. The Denver Building and Fire Code establishes the minimum, mandatory standards for building construction in Denver. The program was launched to allow local businesses additional room for services during the pandemic, as physical distancing requirements limited their indoor space. The City of San Diego s not subject to snow loads, special weathering, ground freezing, the energy portions of the IRC were not . Anchorages of horizontal lifelines and the structural elements that support these anchorages shall be designed for the maximum tension that develops in the horizontal lifeline from these, Members without provisions for continuous shear transfer normal to their span, A reduction shall not be permitted where the. The deflection of aluminum structural members shall not exceed that permitted byAA ADM. Wind speeds correspond to approximately a 15% probability of exceedance in 50 years (Annual Exceedance Probability = 0.00333, MRI = 300 Years). The new Ke factor adjusts the velocity pressure to account for the reduced mass density of air as height above sea level increases (see Table). 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. It is necessary to look at the impact of the provisions as a whole, instead of individually, to understand how design procedures are affected.. 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. Map. Before linking, please review the STRUCTUREmag.org linking policy. Uses theDesign Standards and Guidelines for Denver Landmark Structures and Districts(PDF) to review and approve the designs of proposed exterior alterations, additions to buildings, new construction, signs, and non-vegetative site work for properties located within the boundaries of an historic district or for a designated a Denver landmark. References within ASCE 7 to Chapter 14 shall not apply, except as specifically required herein. Each portion of a roof shall be designed to sustain the. F MCWS Mean coincident wind speed, mph PCWD Prevailing coincident wind direction, , 0 = North, 90 = East Design conditions for DENVER/CENTENNIAL, CO, USA Aug Sep Oct Nov Dec % Jul Sep Oct Apr May % Jan Jul Nov Apr n=5 years May Jun n=10 years n=20 years Starting in May 2023, the city will begin requiring commercial and multifamily development to meet some provisions from this code, while allowing projects the flexibility to choose which specific provisions to implement. The component and cladding pressure coefficients, (GCp), for roofs on buildings with an h < 60 feet, have been revised significantly in ASCE 7-16. The 2018 IBC and the referenced Standard are being adopted by a few jurisdictions and will become more widely used in 2019. 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. 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. Design spectral response acceleration parameters. Load due to lateral earth pressures, ground water pressure or pressure of bulk materials. I would appreciate your input, Emilio. Similar to diagrams in textbooks but this one is animated. The lateral force shall be assumed to act horizontally at the traction surface of a runway beam, in either direction perpendicular to the beam, and shall be distributed with due regard to the lateral stiffness of the runway beam and supporting structure. All shingles shall be tested and labeled to comply with the requirements of ASTM D 7158. ii. Wind speeds correspond to approximately a 1.7% probability of exceedance in 50 years (Annual Exceedance Probability = 0.00143, MRI = 700 Years). DB: Dry bulb temperature, F WB: Wet bulb temperature, F DP: Dew point temperature, F lb of dry air WS: Wind speed, mph MCWB: Mean coincident wet bulb temperature, F MCDB: Mean coincident dry bulb temperature, F cooling degree-days, base 65F, F-day 99% 5% United States of America 541 sites, 544 more on CD-ROM 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. Parallel rows of double-faced book stacks shall be separated by. An updated study of the wind data from over 1,000 weather recording stations across the country was completed during this last cycle. The Denver Local is your resource for Are sufficient to pose a threat to the public if released. Further testing is currently underway for open structures, and these results will hopefully be included in future editions of the Standard. Cumulative effects of self-straining load forces and effects. Denver also abides by the 2020 edition of the National Electrical Code (NEC), which is adopted at the state level. For roof tiles fastened only by a nail or screw along the side of the tile, the axis of rotation shall be determined by testing. Members without provisions for continuous shear transfer normal to their span, A reduction shall not be permitted where the. You are responsible for ensuring that your project complies with ICC codes as well as Denver's amendments to the ICC codes, which are located in the Denver Building and Fire Code. Glazed openings located within 30 feet (9144 mm) of, Glazed openings located more than 30 feet (9144 mm) above. Example of ASCE 7-16 Figure 29.4-7 Excerpt for rooftop solar panel design wind loads.Printed with permission from ASCE. Same as occupancy served except as indicated, 11. The modifications to load combinations of ASCE 7 Section 2.3, ASCE 7 Section 2.4, and Section 1605.2 specified in ASCE 7 Chapters 18 and 19 shall apply. The roof tiles shall be either loose laid on battens, mechanically fastened. Applicable internal pressure coefficient. Figure 7. The deflection of aluminum structural members shall not exceed that permitted by AA ADM. Aviation control towers, air traffic control centers and emergency aircraft hangars. Location-specific basic wind speeds shall be permitted to be determined using www.atcouncil.org/windspeed. 95. For converting between wind speed units such as knots, km/h (kilometers per hour), m/s (meters per second), and mph (miles per hour) use our wind speed calculator. Applicable wind direction if more than one wind exposure is utilized. On January 9, 2023, Denver City Council adopted the 2022 Denver Building and Fire Code and the 2022 Denver Green Code. Join now to find out how. 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. Scuttles, skylight ribs and accessible, 31. Street: City: State: Zip: * Wind speeds derived from ASCE 7-05, ASCE 7-10 and ASCE 7-16. Each portion of a roof shall be designed to sustain the load of rainwater that will accumulate on it if the primary drainage system for that portion is blocked plus the uniform load caused by water that rises above the inlet of the secondary drainage system at its design flow. 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). The hill, ridge or escarpment is unobstructed upwind by other such topographic features for a distance from the high point of 50 times the height of the hill or 2 miles (3.22 km), whichever is greater. The SEAC Wind Loads Committee will be working toward incorporating the 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. Lift coefficient. The wind loads for solar panels do not have to be applied simultaneously with the component and cladding wind loads for the roof. 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. Commercial ASHRAE Prescriptive Checklist(XLSX,151KB) New provisions have been added to determine the wind pressures on canopies attached to the sides of buildings. 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. Presentation from February 2022. Example of ASCE 7-16 low slope roof component and cladding zoning. 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). Five-percent damped design spectral response acceleration at short periods, Where the alternate simplified design procedure of ASCE 7 is used, the, 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. Five-percent damped design spectral response acceleration at short periods, Where the alternate simplified design procedure of ASCE 7 is used, the, All buildings and structures in the City and County of Wind Resistance of Asphalt Shingles (per the 2015 IRC - Section R905.2.4.1) i. Each building and structure shall be assigned a, Where a building or structure is occupied by two or more occupancies not included in the same, Materials and methods of construction that are not capable of being designed by, Lateral force-resisting systems shall meet seismic detailing requirements and limitations prescribed in this code and ASCE 7 Chapters 11, 12, 13, 15, 17 and 18 as applicable, even where wind. Example of ASCE 7-16 Risk Category IV Basic Wind Speed Map. This research was limited to low-slope canopies and only for those attached to buildings with a mean roof height of h < 60 feet. For example, in Denver, CO, the Mile High City, the ground elevation factor, Ke, is 0.82 which translates to an 18% reduction in design wind pressures. year fastest-mile speed; and~2! The following information related to wind loads shall be shown, regardless of whether wind loads govern the design of the lateral force-resisting system of the structure: Basic design wind speed, V, miles per hour and allowable stress design wind speed, Vasd, as determined in accordance with Section 1609.3.1. Example of ASCE 7-16 Sloped Roof Component & Cladding Zoning for 7 to 20 degree roof slopes. Printed with permissionfrom ASCE. 32 0 10 20 30 40 50 F. Most buildings will be in Risk Category II with a wind speed of 115 mph. 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. Location-specific basic wind speeds shall be permitted to be determined using www.atcouncil.org/windspeed. Wind exposure. Drawings which graphically indicate, label, and dimension all existing construction to . The lift coefficient for, Roof pressure coefficient for each applicable roof. Experience STRUCTURE magazine at its best! This separation was between thunderstorm and non-thunderstorm events. This revision in zone designations was required because the values in zones around the roof in previous editions of the Standard were shown as having the same pressure coefficient, i.e., corners at the eave versus corners at the ridge have been found to have varying pressures. Chapter 3 Occupancy Classification and Use, Chapter 4 Special Detailed Requirements Based on Occupancy and Use, Chapter 5 General Building Heights and Areas, 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 Hazards. 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. Aspen 75 La Junta 25 Breckenridge 65 Lake City 65 Boulder 30 Lamar 20 Buena Vista 40 La Veta 50 Canon City 30 Leadville 80 Carbondale 40 Limon 25 Castle Rock 40 Lyons 30 . This code cycle, the city placed a significant focus on energy and climate action. 30 lbs. Previously, designers were required to use various provisions of overhangs, free roof structures, and more to determine the wind loads on canopies. Finish light floor plate construction, 28. Uses theDesign Standards and Guidelines for Cherry Creek North(PDF) to review proposed projects in Cherry Creek North. Previously, designers commonly attempted to use a combination of the component and cladding provisions and other provisions in the Standard to determine these loads, often resulting in unconservative designs. For example, a northerly wind . Designated earthquake, hurricane or other emergency shelters. For SI: 1 pound per square foot per foot of depth = 0.157 kPa/m, 1 foot = 304.8 mm. The design rainfall shall be based on the 100-year hourly rainfall rate indicated in Figure 1611.1 or on other rainfall rates determined from. See Chapter 8 of ASCE 7. Load due to lateral earth pressures, ground water pressure or pressure of bulk materials. 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. Additional city names appear when the user zooms in on the map. Residential ERI Checklist(XLSX,78KB). This interactive map provides live current temperatures in and around your area. Refer to theDevelopment Services mapto see what locations are included in a design review district. Flood load in accordance with Chapter 5 of ASCE 7. Adoption of more stringent building codes to achieve higher building performance is integral to attaining these goals. Where sliding is used to isolate the elements, the effects of friction between sliding elements shall be included as a force. They are frequently established through the general development plan process, context-specific zone districts, zoning overlays or adoption of new rules and regulations. 2F is labeled (Overhang) and contains different values for the zones other than 2e and 3. Storage warehouses (shall be designed, Exterior columns without cantilever slabs. How is perimeter zone layout affected by adjoining steep slope roof (4-6:12 for example). DENVER/CENTENNIAL 724666 39.57N 104.85W 5883 11.829 -7.00 NAM 8401 . 10 AM 4 PM 10 PM Fri. Massachusetts Current Temperatures. This study focused on the non-hurricane areas of the country and used a new procedure that separated the available data by windstorm type and accounted for changes in the site exposure characteristics at the recording anemometers. Commercial ASHRAE Prescriptive Checklist(XLSX,151KB) Designated earthquake, hurricane or other emergency shelters. The Denver Local is your resource for The lift coefficient for, Roof pressure coefficient for each applicable roof. 40 percent for members supporting one floor. See ASCE 7-16 for important details not included here. Mountainous terrain, gorges, ocean promontories, and special wind regions shall be examined for unusual wind conditions. Does perimeter zone 2 exist along the pitch break between .25:12 low slope and 4:12 steep slope? Download the appropriate checklist based on your project type (all files open in Excel): Commercial IECC Prescriptive Checklist(XLSX,153KB) (like table ASCE 7-10 table 27.6-1), I would like to know were are the wind maps with Risk Categories in 7-16 manual??? Percentages shall be increased where specified by the manufacturer. 100. 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. A how-to guide with screenshots for creating a valid electronic signature using Adobe Acrobat or BlueBeam Revu. Exposed width, feet (mm) of the roof tile. 2. Commercial ASHRAE Performance Checklist(XLSX,143KB) For roof tiles with nails or screws (with or without a tail clip), the axis of rotation shall be taken as the head of the tile for direct deck application or as the top edge of the batten for battened applications. Urban Design, Design Review, Design Standards and Guidelines, Learn More About Day Warming Centers and Overnight Shelters, Real Estate Delinquent Taxes & Tax Lien Sale, Pay Water & Sewer Bill at DenverWater.org, View & Register for Recreation Center Classes, Transportation & Infrastructure Document Center, DOTI Design Project Management Guidelines, Response to Transforming Public Safety Recommendations, Landmark Preservation design review process, Design Standards and Guidelines for Cherry Creek North, Denver Union Station Urban Design Standards and Guidelines, Commons Urban Design Standards and Guidelines, Planning Board design review submittal requirements, Design Standards and Guidelines for Denver Landmark Structures and Districts, Landmark Preservation Commission web page, Design Guidelines for the Lower Downtown Historic District, Lower Downtown Design Review Commission page, 9th and Colorado Urban Design Standards and Guidelines, Denver Design District GDP Urban Design Standards and Guidelines, Denver Union Station - Urban Design Standards and Guidelines, The Emily Griffith Opportunity School Design Standards & Guidelines, Five Points Historic Cultural District Design Standards & Guidelines, National Wester Center Design Standards and Guidelines. Navigating the permitting process for Single-Family and Duplex projects. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (Annual Exceedance Probability = 0.00143, MRI = 700 Years). Modify these basic loads for wind, shape of roof, drifting, ice loads, etc. 8 wood-screw-based anchor with 2-inch embedment length, No. Commercial Energy Code Modeling Report(PDF,312KB), Residential IECC Prescriptive Checklist(XLSX,82KB) 10 wood-screw-based anchor with 2-inch embedment length. STRUCTURE magazine is the premier resource for practicing structural engineers. 15km . Where sliding is used to isolate the elements, the effects of friction between sliding elements shall be included as a force. 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. For roof tiles fastened only by a nail or screw along the side of the tile, the axis of rotation shall be determined by testing. 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. Aerodynamic uplift moment, feet-pounds (N-mm) acting to raise the tail of the tile. References within ASCE 7 to Chapter 14 shall not apply, except as specifically required herein. Wind exposure. Ask a Question With cold temperatures and snow in the forecast, the City and County of Denver is offering support to help residents stay warm and healthy. (Note: TheLandmark Preservation Commissionalso conducts review at Union Station.). Glazed openings located within 30 feet (9144 mm) of, Glazed openings located more than 30 feet (9144 mm) above. Research is continuing on sloped canopies, and the Committee hopes to be able to include that research in the next edition of the Standard. These links change page section content below, Learn More About Day Warming Centers and Overnight Shelters, Real Estate Delinquent Taxes & Tax Lien Sale, Pay Water & Sewer Bill at DenverWater.org, View & Register for Recreation Center Classes, Transportation & Infrastructure Document Center, DOTI Design Project Management Guidelines, Response to Transforming Public Safety Recommendations, 2022 Building and Fire Code and Denver Green Code Adoption Process, International Existing Building Code(IEBC), International Energy Conservation Code (IECC), online guide for the Concept Development Phase, online guide for the Formal Site Development Plan Phase and Plan Amendments, overview of the Final Recordation of a Site Development Plan, minor modifications to approved and recorded Site Development Plans, online guide for residential and commercial pools, spas and water features, online guide for step-by step procedures for demolition of residential and commercial structures, Sign up for our Code and Policy Alert newsletter, Classificationsof Licenses, Registrations and Certificates, Alternative Permitting for Expedited Construction, Submittal Requirements for Residential Projects that Include Structural Work, Occupancy Classification for Marijuana Uses, Limited Combustible Pedestals on Roofs of Type I and II Buildings, Calculating Business Office Occupant Load, Use of Foam Plastics with Reinforced Rubberized Asphalt Roofing, IECC, IMC Clarification on R-2 Ventilation Requirements, Residential and Commercial Solar Photovoltaic (PV) Energy System Permits, Classification of Licenses, Registrations and Certificates, Residential (Single-Family and Duplex) Submittals, Compliance Plan and Conditional Certificate of Occupancy, Groundwater Remediation Equipment Shelters, Foundation Only, Phased Construction and Deferred Submittal Permits, Building Permit Application Requirements for Temporary Buildings, Temporary Sales Office Within a Model Home, Home Inspections Containing Weyerhaeuser Flak Jacket TJI Joists, Residential and Personal Care, Assisted Living, Tenant Finish of Existing Office Buildings, High-rise Building Exterior Wall Special Inspection Requirements, Temporary Fabric Structures - Tents, canopies and Air Inflated Structures, Notification Prior to Excavation, Demolition or Relocation, Change in Occupancy or Use - Procedures for Obtaining a New Certificate of Occupancy, Permitting Procedures for Electric and Neon Signs, Submittal Requirements to Document Compliance with the IECC's, Approved Agency Determination RE: System Commissioning, IMC Kitchen Hood Exhaust System Submittal Requirements, Kitchen Hoods and Ventilation Requirements, Residential Structures Containing a Second Complete and Independent Dwelling Unit, Exterior Wall Requirements for IRC Buildings, Cable installation for temporary special events.
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