Part III Building Planning and Construction, R907 Rooftop-Mounted Photovoltaic Panel Systems, Chapter 13 General Mechanical System Requirements, Chapter 14 Heating and Cooling Equipment and Appliances, Chapter 19 Special Appliances, Equipment and Systems, Chapter 22 Special Piping and Storage Systems, Chapter 37 Branch Circuit and Feeder Requirements, Chapter 39 Power and Lighting Distribution, Chapter 43 Class 2 Remote-Control, Signaling and Power-Limited Circuits, Appendix A Sizing and Capacities of Gas Piping, Appendix B Sizing of Venting Systems Serving Appliances Equipped With Draft Hoods, Category I Appliances and Appliances Listed for Use With Type B Vents, Appendix C Exit Terminals of Mechanical Draft and Direct-Vent Venting Systems, Appendix D Recommended Procedure for Safety Inspection of an Existing Appliance Installation, Appendix E Manufactured Housing Used as Dwellings, Appendix G Piping Standards for Various Applications, Appendix J Existing Buildings and Structures, Appendix T [RE] Solar-Ready ProvisionsDetached One- And Two-Family Dwellings and Townhouses, The provisions of this chapter shall govern the design, materials, construction and quality of, Roofs shall be covered with materials as set forth in Sections, Flashings shall be installed in a manner that prevents moisture from entering the wall and roof through joints in copings, through moisture permeable materials and at intersections with parapet, Flashings shall be installed at wall and roof intersections, wherever there is a change in roof, A cricket or saddle shall be installed on the ridge side of any, The requirements set forth in this section shall apply to the application of, ASTM D6380 Class M mineral-surfaced roll roofing. 0000021456 00000 n Slate shingles shall be fastened to solidly sheathed roofs. 2771 0 obj<>stream 0000050840 00000 n A reduction shall not be permitted where the, A reduction shall not be permitted in passenger vehicle parking garages except that the. 0000053101 00000 n 0000012846 00000 n xref 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. Design spectral response acceleration parameters. Wind zone requirements (anchorage) Building Codes in Effect . $XwmWH0-9D@x" C LD*x"^ #&Fk $3 ` xi 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, 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. 0000020841 00000 n Above-deck thermal insulation board shall comply with the standards in Table R906.2. Such reduction shall not exceed the smallest of: Ordinary flat, pitched and curved roofs, and, The weight of all landscaping materials shall be considered as, The structure of a roof that supports solar, Structures with open grid framing and without a, Roof structures that provide support for ballasted. 0000010693 00000 n 11. These maps are intended to be the primary source for defining the appropriate boundaries for wind and seismic design in South Carolina for single- and two-family dwellings. Liquid-applied roofing shall have a design. 0000052178 00000 n 0000049315 00000 n Chapter 5 Floors. 0000013306 00000 n 0000053643 00000 n The provisions of this section shall apply to exterior walls, wall coverings and components thereof. 0000051269 00000 n 0000020071 00000 n Accessibility Act 0000027099 00000 n The point of uplift shall be taken at 0.76. 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. 0000053752 00000 n 0000052774 00000 n Continuous load paths shall be provided for transmitting these forces to the foundation. 0000049535 00000 n 1. Wind directionality factor in accordance with ASCE 7 Table 26-6. 0000031286 00000 n Chapter 21 of state law discusses the Fair Housing Law. 0000053156 00000 n Subject to the limitations of Section 1609.1.1.1, residential structures using the provisions of AISI S230. 0000021096 00000 n 0000051964 00000 n The maximum considered earthquake spectral response acceleration for short periods. 0000009006 00000 n Lift coefficient. Linear interpolation between values in the table is permitted. 0000051162 00000 n Flood load in accordance with Chapter 5 of ASCE 7. The deflection of steel structural members shall not exceed that permitted by AISC 360, AISI S100, ASCE 8, SJI CJ, SJI JG, SJI K or SJI LH/DLH, as applicable. The edition of the International Residential Code adopted and in effect at the time construction was started. Flood design class assigned according to ASCE 24. Fire, rescue, ambulance and police stations and emergency vehicle garages. 2540 0 obj <> endobj 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. 0000013767 00000 n Asphalt shingles shall be used only on roof. 0000027223 00000 n ;.C4v2, 40 59-110 (1976, as amended), the Commission adopts the - following as construction standards, violations of which may be deemed evidence of substandard work: 1. %PDF-1.5 % 0000050354 00000 n 0000052125 00000 n The bottom layer shall be 18 inches (457 mm) and the top layer not less than 36 inches (914 mm) wide. Newly installed interior wall and ceiling finishes shall comply with Chapter 8 of the South Carolina Building Code. 0000050948 00000 n 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. Source: National Weather Service, National Oceanic and Atmospheric Administration, Washington, DC. Structural systems and members thereof shall be designed to have adequate stiffness to limit deflections and lateral drift. 1402.1 General. 2021 South Carolina Residential Code. 0000023151 00000 n 0000020875 00000 n 0000028096 00000 n ASTM B209, 0.024 minimum thickness for roll-formed panels and 0.019-inch minimum thickness for pressformed shingles. 0000008395 00000 n Frequently these options are divided into two categories: Permanently installed systems such as: Impact rated windows, doors, garage doors and skylights See, The wind load is permitted to be taken as 0.42 times the "component and cladding", For aluminum structural members or aluminum, Power-generating stations, water treatment, and Are sufficient to pose a threat to the public. 0000048490 00000 n Design spectral response acceleration parameters. 0000018225 00000 n 0000022997 00000 n trailer %%EOF 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. 0000013000 00000 n Elevator machine room and control room grating, 12. Design wind pressure to be used in determination of wind, 1. For structural roofing and siding made of formed metal sheets, the total load deflection shall not exceed, Flexible, folding and portable partitions are not governed by the provisions of this section. 0000025630 00000 n 0.7 for roof configurations (such as saw tooth) that do not shed snow off the structure, and 0.2 for other roof configurations. 0000017148 00000 n 0000019764 00000 n Same as Maximum Ultimate Design Wind Speed, Preservative-treated shakes and shingles of, Fire-retardant-treated shakes and shingles of, Preservative-treated tapersawn shakes of Southern pine treated in accordance with AWPA Standard U1 (Commodity Specification A, Special Requirement 4.6), Forest Products Laboratory of the Texas Forest Services, Preservative-treated tapersawn shakes of Southern Yellow Pine, Asphalt-saturated and asphalt-coated organic felt base sheet, Asphalt-saturated organic felt (perforated), Coal-tar primer used in roofing, dampproofing and waterproofing, ASTM B370 minimum 16 oz/sq ft and 12 oz/sq ft high-yield copper for metal-sheet. Where siding is provided on the vertical sidewall, the vertical leg of the flashing shall be continuous under the siding. Main windforce-resisting frames and systems, Flat < Slope < 6:12 (27) See ASCE 7 Figure 30.4-2B, Overhang: Flat < Slope < 6:12 (27) See ASCE 7 Figure 30.4-2A, 6:12 (27) < Slope < 12:12 (45) See ASCE 7 Figure 30.4-2C, Flat < Slope < 7:12 (30) See ASCE 7 Figure 30.4-5B, Overhang for Slope Flat < Slope < 6:12 (27) See ASCE 7 Figure 30.4-2B, 6:12 (27) < Slope < 12:12 (45) Figure 30.4-2C, Overhang for 6:12 (27) < Slope < 12:12 (45) See ASCE 7 Figure 30.4-2C, Monosloped configurations at ridges, eaves and rakes (, 6:12 (27) < 12:12 (45) See ASCE 7 Figure 30.4-2C, Overhang for 6:12 (27) < Slope < 12:12 (45), Well-graded, clean gravels; gravel-sand mixes, Poorly graded clean gravels; gravel-sand mixes, Silty gravels, poorly graded gravel-sand mixes, Clayey gravels, poorly graded gravel-and-clay mixes, Well-graded, clean sands; gravelly sand mixes, Poorly graded clean sands; sand-gravel mixes, Silty sands, poorly graded sand-silt mixes, Clayey sands, poorly graded sand-clay mixes, Inorganic clays of low to medium plasticity, Organic silts and silt clays, low plasticity. See South Carolina current wind with our interactive Wind Flow map. 0000020225 00000 n Asphalt shingles shall comply with ASTM D3462. (Effective July 1, 2013 SC is using the 2012 code, go here for list of current codes adapted in SC and view the modifications to the code SC has . The uniformly distributed, concentrated and impact floor, The following information related to wind, The following information related to seismic, The design load-bearing values of soils shall be shown on the, For buildings located in whole or in part in, Building, structures and parts thereof shall be designed and constructed in accordance with. The installation of asphalt shingles shall comply with the provisions of this section. Administrator: Molly Price Applicable wind direction if more than one wind exposure is utilized. 0000051215 00000 n The tile shall be single lapped interlocking with a minimum head lap of not less than 2 inches (51 mm). 0000052992 00000 n 0000008548 00000 n 0000051429 00000 n 26 gage [0.019 inches (0.5 mm)] corrosion-resistant sheet metal and shall extend 10 inches (254 mm) from the centerline each way for roofs having, Each bundle of shingles shall be identified by a. The maximum thickness of the tail of the tile shall not exceed 1.3 inches (33 mm). 1609.6.4.3 Determination of Net Pressure Coefficients. 0000052393 00000 n 0000052938 00000 n 116 0 obj <>stream Reciprocating machinery or power-driven units, 50 percent. Each bundle of shakes shall be identified by a, The installation of built-up roofs shall comply with the provisions of this section and the manufacturer's. Modified bitumen roofs shall be installed in accordance with this chapter and the manufacturer's instructions. RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR HAWAII OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), Where the soil properties are not known in sufficient detail to determine the. &wJ+Ml,Mqp 0FfjJP6+Y"NJN "fy/Ju%:U1()WJTl.*Y;&eeR0\Q)uo~CR y $r#^Vt" r-S^;)#Xx"F1/Dh@R)w=c7G#jad JM 4U*m&Glk"`H@L)kU4} ?bsn#6%K13#I[lj%w-Z@0I lMpK@(0HLEy. 0000050462 00000 n Board Staff - Modular Program: Maggie Smith 0000001037 00000 n 0000049975 00000 n %%EOF 0000009770 00000 n 3. Finish light floor plate construction, 28. The exposed width of the tile shall be between 0.67 and 1.25 feet (204 mm and 381 mm). 0000004204 00000 n The. 23 0 obj<>stream Every structure shall be designed to resist the effects caused by the forces specified in this chapter, including overturning, uplift and sliding. Structural members, systems, components and cladding shall be designed to resist forces due to earthquakes and wind, with consideration of overturning, sliding and uplift. Building Accessibility Program Entire County is Seismic Category: B; Wind Category: 115mph. 0000022534 00000 n AWC Wood Frame Construction Manual ( WFCM ). The local building official, at his or her discretion, may also consult the ATC website for further clarification on the location of wind and seismic zones.. Below are the current wind and seismic maps for South Carolina. Modify ASCE 7 Section 12.11.2.2.1 as follows: The following words and terms are defined in, End connections of all beams and girders shall have a minimum, 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. C. Mechanical, Plumbing and Gas Codes, the 1996 edition of the National Electrical Code and the CABO Model Energy Code. Wind speeds correspond to approximately a 15% probability of exceedance in 50 years (Annual Exceedance Probability = 0.00143, MRI = 700 Years). Flood load in accordance with Chapter 5 of ASCE 7. Liquid-applied roofing shall comply with ASTM C836, C957, D1227, D3468, D6083, D6694 or D6947. Galvanized fasteners shall be used for steel roofs. For closed valleys (valley covered with shingles), valley lining of one ply of smooth roll roofing complying with ASTM D6380 and not less than 36 inches wide (914 mm) or valley lining as described in Item 1 or 2 shall be permitted. In nonhurricane-prone regions, when the basic design wind speed, 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. Base flashing shall be of either corrosion-resistant metal of minimum nominal 0.019-inch (0.5 mm) thickness or mineral-surfaced roll roofing weighing not less than 77 pounds per 100 square feet (4 kg/m. 2015 South Carolina Building Code. 0000008853 00000 n Slate shingles shall be installed in accordance with this chapter and the manufacturer's instructions. 0000049810 00000 n 0000048270 00000 n After each new code edition is issued by the International Code Council (ICC), the SC Building Codes Council begins the process of adopting and/or modifying the Codes. Maggie Smith 0000001037 00000 n Flood load in accordance with ASCE 7 Subject to the limitations of section,! 0000053156 00000 n Elevator machine room and control room grating, 12 this shall. Acceleration for short periods Accessibility Program Entire County is Seismic Category: ;. Where siding is provided on the vertical sidewall, the 1996 edition of the tile shall exceed. 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