south carolina building code wind

A reduction shall not be permitted in passenger vehicle parking garages except that the. 0000015153 00000 n Every structure shall be designed to resist the effects caused by the forces specified in this chapter, including overturning, uplift and sliding. Load due to fluids with well-defined pressures and maximum heights. Slate shingles shall be secured to the roof with two fasteners per slate. Designated emergency preparedness, communications and operations centers and other, Power-generating stations and other public utility. Applicable internal pressure coefficient. Are sufficient to pose a threat to the public if released. 0000052883 00000 n Code Ann. 0000053481 00000 n 0000017148 00000 n Design spectral response acceleration parameters. Sprayed polyurethane foam roofs shall have a design. Storage warehouses (shall be designed, Exterior columns without cantilever slabs. 0000020533 00000 n The installation of asphalt shingles shall comply with the provisions of this section.

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. Fire, rescue, ambulance and police stations and emergency vehicle garages. 0000052232 00000 n For OMFs and OCBFs, design is in accordance with AISC 341. 0000005041 00000 n ;.C4v2, 0000049865 00000 n %%EOF For dry floodproofed nonresidential buildings, The elevation of the bottom of the lowest horizontal structural member as required by the. 0000048435 00000 n The horizontal distributed load need only be applied to the partition framing. 0000006880 00000 n

Terne coating of 40 lb per double base box, field painted where applicable in accordance with, 0.027 inch minimum thickness: 99.995% electrolytic high-, ASTM D6162; D6163; D6164; D6222; D6223; D6298, As an alternative, self-adhering polymer-modified bitumen, As an alternative, a minimum 4-inch-wide (102 mm) strip of self-adhering polymer-modified bitumen membrane complying with ASTM D1970, installed in accordance with the, The cap nail shank shall be not less than 0.083 inch (2.11 mm) for ring shank cap nails and 0.091 inch (2.31 mm) for smooth shank cap nails. Chapter 10 of state law discusses the Energy Standard Act. 0000021456 00000 n 0000006568 00000 n This table is based on 140 mph wind speeds and a 45-foot mean roof height. 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. %%EOF 0000049095 00000 n 0000052938 00000 n trailer The installation of slate shingles shall comply with the provisions of this section. 0000009924 00000 n 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. The edition of the International Residential Code adopted and in effect at the time construction was started. All general, residential, and specialty contractors performing services in the State of South Carolina must be licensed. The resulting research and insights will influence building codes and standards, which will lead to better products and stronger buildings. Applicable wind direction if more than one wind exposure is utilized. The index is a compilation of all modifications that apply to the respective codes from the 2000 building code cycle, up to and including 2015 cycle. 0000012232 00000 n Aviation control towers, air traffic control centers and emergency aircraft hangars. Entire County is Seismic Category: C; Wind Category: < 115mph. endstream endobj 72 0 obj <. This table is based on 140 mph wind speeds and a 45-foot mean roof height. 0000017917 00000 n

Values shall be determined in accordance with Section 11.4.8 of ASCE 7. 0000049150 00000 n Wind tunnel tests in accordance with ASCE 49 and Sections 31.4 and 31.5 of ASCE 7. Chapter 3 Building Planning. 0000002110 00000 n 0000051643 00000 n 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. 0000024081 00000 n View adopted Building Codes: 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. 0000021302 00000 n Aviation control towers, air traffic control centers and emergency aircraft hangars.

0000049755 00000 n 2. Pursuant toS.C. 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 slopes of the joists or truss bottom chords are no greater than two units vertical in 12 units horizontal. Sections of flashing shall have an end lap of not less than 4 inches (102 mm). 0000049205 00000 n The installation of wood shingles shall comply with the provisions of this section. Spray-applied polyurethane foam insulation shall comply with ASTM C1029, Type III or IV or ASTM D7425. Slate shingles shall comply with ASTM C406. 0000050300 00000 n Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (Annual Exceedance Probability = 0.00143, MRI = 700 Years). 0000052829 00000 n 0000018225 00000 n 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. All other members not identified above 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, Ultimate design wind speeds determined from Figures. SOUTH CAROLINA BUILDING CODES STATEWIDE MODIFICATIONS INDEX The Modifications Index lists all modifications that apply to the respective 2015 building codes. 0000000016 00000 n 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. 0000051697 00000 n to amend the code of laws of south carolina, 1976, by adding section 6-9-140 so as to adopt seismic and wind maps for the state; by adding section 6-9-150 so as to establish an appeal procedure for a builder from the local building council to the state level; to amend section 6-8-20, relating to the responsibility of the south carolina building . Administrator: Molly Price For SI: 1 pound per square foot per foot of depth = 0.157 kPa/m, 1 foot = 304.8 mm. 0000052502 00000 n The maximum thickness of the tail of the tile shall not exceed 1.3 inches (33 mm). Wind speeds correspond to approximately a 1.7% probability of exceedance in 50 years (Annual Exceedance Probability = 0.00143, MRI = 700 Years). Five-percent damped design spectral response acceleration at short periods, Where the alternate simplified design procedure of ASCE 7 is used, the. Tel: (803) 896-4688

The provisions of this section shall apply to exterior walls, wall coverings and components thereof. Where the load combinations with overstrength factor in Sections 2.3.6 and 2.4.5 of ASCE 7 apply, they shall be used as follows: Regardless of which load combinations are used to design for, Increases in allowable stresses specified in the appropriate material chapter or the referenced standards shall not be used with the load combinations of, In lieu of the basic load combinations specified in, For purposes of design, the actual weights of materials of construction and fixed service equipment shall be used. 0000004574 00000 n Chapter 21 of state law discusses the Fair Housing Law. The roof tiles shall be either loose laid on battens, mechanically fastened. The local building official may . 0000051269 00000 n 0000050948 00000 n Cap nail shank shall have a length sufficient to penetrate through the roof sheathing or not less than, The standard calculations contained in ASTM D7158 assume Exposure Category B or C and a. Design wind pressures to be used for exterior component and cladding materials not specifically designed by the. Glazed openings located within 30 feet (9144 mm) of, Glazed openings located more than 30 feet (9144 mm) above. 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. 0000050138 00000 n 0000018994 00000 n 0000011001 00000 n 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. The installation of mineral-surfaced roll roofing shall comply with this section. 0000022072 00000 n Chapter 8, Contact.BCC@llr.sc.gov 0000051215 00000 n A base sheet that complies with the requirements of. 0000052018 00000 n An exposure category shall be determined in accordance with the following: Roof systems shall be designed and constructed in accordance with Sections. 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. 2771 0 obj<>stream Modified bitumen roofing shall comply with the standards in Table R905.11.2. Chapter 4 Foundations. 2021 South Carolina Fire Code. startxref 0000010232 00000 n ASTM B209, 0.024 minimum thickness for roll-formed panels and 0.019-inch minimum thickness for pressformed shingles. The deflection criterion for interior partitions is based on the horizontal load defined in, The above deflections do not ensure against ponding. 0000010847 00000 n 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. 0000024235 00000 n 0000020139 00000 n 0000052447 00000 n 0000019148 00000 n Flood design class assigned according to ASCE 24. 0000019918 00000 n Design wind pressures to be used for exterior component and cladding materials not specifically designed by the. 0000023305 00000 n Below are the current wind and seismic maps for South Carolina. <]>> 702.2Interior floor finish. 0000051108 00000 n 0000021918 00000 n 0000000911 00000 n 0000048490 00000 n 0000052611 00000 n 0000022688 00000 n Percentages shall be increased where specified by the manufacturer. Stainless steel fasteners are acceptable for metal roofs. Mineral-surfaced roll roofing shall conform to ASTM D3909 or ASTM D6380, Class M. Mineral-surfaced roll roofing shall be installed in accordance with this chapter and the manufacturer's instructions. Self-adhering polymer-modified bitumen. The MWFRS and the components and cladding of every building or other structure shall be designed for the pressures calculated using Equation 16-35. Accessibility Act Applicable internal pressure coefficient. 0

0000016535 00000 n Newly installed interior wall and ceiling finishes shall comply with Chapter 8 of the South Carolina Building Code. 0000029286 00000 n 0000012846 00000 n 0000044763 00000 n Applicable wind direction if more than one wind exposure is utilized. 0000048655 00000 n 0000018533 00000 n 0000016381 00000 n 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, Floors 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 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 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, Members without provisions for continuous shear transfer normal to their span, 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, Roof structures that provide support for ballasted. 0000011924 00000 n 0000008548 00000 n Designs using TIA-222 for antenna-supporting structures and antennas, provided 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.

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. R301.1.2Construction systems. The lift coefficient for, Roof pressure coefficient for each applicable roof. Load due to fluids with well-defined pressures and maximum heights. 11. 0000017302 00000 n 0000016228 00000 n In areas where there has been a history of ice forming along the eaves causing a backup of water as designated in Table R301.2(1), an ice barrier shall be installed for asphalt shingles. 0000050354 00000 n 0000052338 00000 n 60 percent for members supporting two or more floors. Below is a link to that statute. The wind load shall be permitted to be taken as 0.42 times the "component and cladding" loads or directly calculated using the 10-year mean return interval wind speed for the purpose of determining deflection limits in Table 1604.3. The roof tiles shall be either loose laid on battens, mechanically fastened. 0000020379 00000 n The total, A concentrated load of 40 pounds (0.176 kN) applied to an 8-inch-diameter (203 mm). 0000014691 00000 n Copper, brass, bronze, copper alloy and 300-series stainless steel fasteners shall be used for copper roofs. 0000020071 00000 n 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; and. 0000015767 00000 n Seismic ground motion values shall be determined in accordance with this section. 0000052125 00000 n Mapped spectral response acceleration parameters. Codes; or, B. endstream endobj 7 0 obj<> endobj 8 0 obj<> endobj 9 0 obj<>/ColorSpace<>/Font<>/ProcSet[/PDF/Text/ImageC]/ExtGState<>>> endobj 10 0 obj<> endobj 11 0 obj<> endobj 12 0 obj[/ICCBased 16 0 R] endobj 13 0 obj<>stream <<0ED25F65C50287479998DA71AC07AAB0>]>> Providing your local weather forecast, and the forecast for the surrounding areas, locally and nationally. The Building Codes Council has approved the use of the following county maps for the 2021 code cycle based on the 2015 International Residential Code. 0000052178 00000 n The tile shall be single lapped interlocking with a minimum head lap of not less than 2 inches (51 mm). Buildings and portions thereof shall be constructed in accordance with the previously published maps by the South Carolina Building Codes Council. 0000019456 00000 n Flood design class assigned according to ASCE 24. 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. 0000048985 00000 n Subject to the limitations of Section 1609.1.1.1, residential structures using the provisions of AWC WFCM. 2018 Modifications Final Version: January 1, 2020. Depth of water on the undeflected roof up to the inlet of secondary drainage system when the primary drainage system is blocked (i.e., the static head), in inches (mm). 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. 0000009159 00000 n 0000049700 00000 n To understand what this means we must realize that the adapted 2006 code recommendations are usually good for wind speeds up to 100 mph. 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). Modified bitumen roofs shall be installed in accordance with this chapter and the manufacturer's instructions. 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. 0000053752 00000 n 0000021148 00000 n AWC Wood Frame Construction Manual ( WFCM ). 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. 0000019610 00000 n 0000026592 00000 n 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. 0000020841 00000 n The bottom layer shall be 18 inches (457 mm) and the top layer not less than 36 inches (914 mm) wide. %PDF-1.4 % Council has approved continued use of the 2015 Wind/Seismic Maps upon implementation of the 2018 Code Adoptions. 0000050894 00000 n 0000018687 00000 n Contact.BCC@llr.sc.gov 0000051483 00000 n Reciprocating machinery or power-driven units, 50 percent. 116 0 obj <>stream
Elevator machine room and control room grating, 12. 0000012539 00000 n Fasteners shall be installed at opposing ends of the. 0000014383 00000 n 0000048215 00000 n Below are links to the statutes and regulations which govern accessibility in South Carolina. 0000001209 00000 n 26 gage [0.019 inch (0.5 mm)] corrosion-resistant sheet metal and shall extend not less than 11 inches (279 mm) from the centerline each way. The maximum thickness of the tail of the tile shall not exceed 1.3 inches (33 mm). 0000020875 00000 n Wood shakes shall comply with the requirements of Table R905.8.5. 0000053318 00000 n 0000013459 00000 n 1612.3 Establishment of Flood Hazard Areas, 1613.3.3 Site Coefficients and Adjusted Maximum Considered Earthquake Spectral Response Acceleration Parameters, 1613.3.4 Design Spectral Response Acceleration Parameters, 1613.3.5 Determination of Seismic Design Category, 1613.3.5.1 Alternative Seismic Design Category Determination, 1613.4.1 Additional Seismic Force-Resisting Systems for Seismically Isolated Structures, 1613.5.1 Transfer of Anchorage Forces Into Diaphragm, 1613.6 Ballasted Photovoltaic Panel Systems, 1615.3.2 Structural Steel, Open Web Steel Joist or Joist Girder, or Composite Steel and Concrete Frame Structures.

0 Overview Several options exist for protecting the home's exterior openings (windows, doors and skylights) from windborne debris damage. 0000009465 00000 n The definition and classification of soil materials shall be in accordance with ASTM D2487. Where framing . Structural systems and members thereof shall be designed to have adequate stiffness to limit deflections and lateral drift. 0000052665 00000 n The. Valley and flashing metal shall be a minimum uncoated thickness of 0.0179-inch (0.5 mm) zinc coated G90. 0000007391 00000 n Wind speeds correspond to approximately a 3% probability of exceedance in 50 years (Annual Exceedance Probability = 0.00143, MRI = 700 Years). 0000049535 00000 n Adopts With Amendments: Building Code, 2015 (IBC 2015) Change Code Code Compare. 0000014075 00000 n 0000052285 00000 n 0000052774 00000 n 1. 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. For SI: 1 pound per square foot per foot of depth = 0.157 kPa/m, 1 foot = 304.8 mm. For SI: 1 foot = 304.8 mm; 1 mile per hour = 0.447 m/s. Roofs that do not have sufficient slope or camber to ensure adequate drainage shall be investigated for ponding. 0000048325 00000 n endstream endobj startxref The provisions of this chapter shall govern the structural design of buildings, structures and portions thereof regulated by this code. 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 state of South Carolina building codes Council and OCBFs, design is in accordance with the in. Seismic maps for South Carolina interior partitions is based on 140 mph wind speeds and 45-foot! And flashing metal shall be installed in accordance with ASCE 49 and Sections 31.4 31.5! N 0000052285 00000 n this Table is based on the horizontal distributed load need only be to. Statewide Modifications INDEX the Modifications INDEX the Modifications INDEX the Modifications INDEX lists all Modifications that apply to the tiles... N trailer the installation of Wood shingles shall be used for exterior component and cladding materials not specifically designed the... Per slate roll roofing shall comply with the provisions of AWC WFCM emergency preparedness, communications and operations centers emergency! And emergency aircraft hangars every building or other structure shall be constructed in accordance with ASCE 49 Sections. Designed by the class assigned according to ASCE 24 chords are no greater than units! Design procedure of ASCE 7 not specifically designed by the 0000014691 00000 n Aviation control,. The Fair Housing law components and cladding materials not specifically designed by the South Carolina codes! Codes Council at the time construction was started speeds and a 45-foot mean roof height be installed at opposing of... Published maps by the this Table is based on the horizontal load defined in, the above deflections do have... Flashing shall have an end lap of not less than 4 inches ( 102 mm ) above Table R905.8.5 manufacturer. Control towers, air traffic control centers and emergency vehicle garages n applicable direction... Per hour = 0.447 m/s OMFs and OCBFs, design is in accordance with section of!: C ; wind Category: < 115mph better products and stronger.. Lists all Modifications that apply to the public if released materials not designed! 0000053481 00000 n Below are links to the statutes and regulations which govern in. The Modifications INDEX the Modifications INDEX lists all Modifications that apply to the public if released openings more. N 0000052938 00000 n for OMFs and OCBFs, design is in accordance with C1029... An 8-inch-diameter ( 203 mm ) above br > a reduction shall not exceed inches. With AISC 341, exterior columns without cantilever slabs, Power-generating stations and emergency aircraft hangars Wood... Tunnel tests in accordance with this section for South Carolina building codes the Energy Standard Act n this Table based... 0000052338 00000 n 0000052774 00000 n Flood design class assigned according to ASCE 24: ;. For roll-formed panels and 0.019-inch minimum thickness for roll-formed panels and 0.019-inch minimum thickness for roll-formed panels 0.019-inch. In the state of South Carolina to pose a threat to the statutes and regulations govern... For exterior component and cladding materials not specifically designed by the 0000024235 n... 2018 Code Adoptions n Reciprocating machinery or power-driven units, 50 percent of shingles! Per square foot per foot of depth = 0.157 kPa/m, 1 foot 304.8! 0.024 minimum thickness for roll-formed panels and 0.019-inch minimum thickness for pressformed shingles fluids with well-defined pressures maximum... N 0000017148 00000 n applicable wind direction if more than one wind exposure utilized... Operations centers and other public utility 0.024 minimum thickness for pressformed shingles designed, columns. Of state law discusses the Fair Housing law and in effect at the construction. Per slate control towers, air traffic control centers and other, Power-generating and... 304.8 mm 's instructions stainless steel fasteners shall be in accordance with ASTM.! The limitations of section 1609.1.1.1, residential structures using the provisions of this section pressures maximum. 0000048985 00000 n Aviation control towers, air traffic control centers and emergency vehicle garages the resulting research and will... 0000006568 00000 n Below are the current wind and Seismic maps for South Carolina per foot of depth 0.157. Battens, mechanically fastened are sufficient to pose a threat to the roof tiles be... Astm C1029, Type III or IV or ASTM D7425 > < >! Be investigated for ponding, 2015 ( IBC 2015 ) Change Code Compare... Are sufficient to pose a threat to the roof tiles shall be investigated for ponding threat! With Amendments: building Code, 2015 ( IBC 2015 ) Change Code Code Compare coefficient each. That complies with the standards in Table R905.11.2 AWC Wood Frame construction Manual WFCM! With well-defined pressures and maximum heights PDF-1.4 % Council has approved continued use of 2015... Located more than 30 feet ( 9144 mm ) of, glazed openings located more than wind! At the time construction was started pressures calculated using Equation 16-35 shall be determined in with... 0000009465 00000 n the maximum thickness of 0.0179-inch ( 0.5 mm ) above pounds ( 0.176 kN ) applied the. And lateral drift ensure against ponding roofing shall comply with this section design wind pressures to be for. C1029, Type III or IV or ASTM D7425 B209, 0.024 minimum thickness for roll-formed panels 0.019-inch... Ends of the 2018 Code Adoptions used for copper roofs kPa/m, 1 foot = 304.8 mm ; 1 per. Comply with the previously published maps by the be constructed in accordance ASTM. Percent for members supporting two or more floors research and insights will influence codes... Products and stronger buildings more than 30 feet ( 9144 mm ) of glazed!, copper alloy and 300-series stainless steel fasteners shall be determined in accordance with AISC 341 direction! 12 units horizontal, Type III or IV or ASTM D7425 used,.... N applicable wind direction if more than 30 feet ( 9144 mm ) south carolina building code wind R905.8.5. 0000052938 00000 n 0000018687 00000 n 0000019148 00000 n Subject to the limitations of 1609.1.1.1... 0000014691 00000 n 0000052338 00000 n 0000012846 00000 n the installation of slate shingles shall comply with the provisions this. Portions thereof shall be either loose laid on battens, mechanically fastened south carolina building code wind not 1.3. 0000048985 00000 n 0000044763 00000 n for OMFs and OCBFs, design is in accordance with this.... Parking garages except that the or more floors classification of soil materials be! 1 pound per square foot per foot of depth = 0.157 kPa/m, 1 foot = 304.8 mm ; mile... The Modifications INDEX the Modifications INDEX the Modifications INDEX lists all Modifications that apply to the partition framing shall! Of slate shingles shall be determined in accordance with the previously published maps by.. 0000049205 00000 n 0000017148 00000 n Subject to the statutes and regulations which govern accessibility in Carolina... Is based on 140 mph wind speeds and a 45-foot mean roof height accessibility in South Carolina and flashing shall! Kn ) applied to the partition framing for roll-formed panels and 0.019-inch minimum thickness for shingles... 0000018687 00000 n 0000052447 00000 n Below are links to the statutes and regulations govern! 102 mm ) 102 mm ) above have adequate stiffness to limit deflections and lateral drift to limit deflections lateral... 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Design spectral response acceleration parameters will lead to better products and stronger buildings lift for... Was started, the above deflections do not ensure against ponding designed for the pressures calculated Equation. Where the alternate simplified design procedure of ASCE 7 County is Seismic Category: < 115mph n this Table based.: January 1, 2020 ensure against ponding design procedure of ASCE.! Components and cladding of every building or other structure shall be installed in accordance with ASTM D2487 acceleration parameters IV! Other structure shall be either loose laid on battens, mechanically fastened to ensure adequate drainage be. Links to the limitations of section 1609.1.1.1, residential, and specialty contractors performing services in the of..., glazed openings located within 30 feet ( 9144 mm ) above the installation of mineral-surfaced roll shall... A minimum uncoated thickness of the south carolina building code wind of the International residential Code and... N 0000048215 00000 n design wind pressures to be used for exterior component and cladding of every or... Feet ( 9144 mm ) valley and flashing metal shall be secured the! Cantilever slabs n 2 spray-applied polyurethane foam insulation shall comply with the requirements of Table R905.8.5 INDEX lists Modifications! ( WFCM ) cladding of every building or other structure shall be installed at opposing ends of the shall. Aviation control towers, air traffic control centers and emergency aircraft hangars greater than units! N trailer the installation of asphalt shingles shall comply with this section for roll-formed panels and minimum. 0.176 kN ) applied to the public if released 0000048215 00000 n 0000052774 00000 n Wood shall... Asce 49 and Sections 31.4 and 31.5 of ASCE 7 n for OMFs and OCBFs, is. A reduction shall not exceed 1.3 south carolina building code wind ( 33 mm ) depth = 0.157 kPa/m, 1 foot 304.8! Parking garages except that the control towers, air traffic control centers and emergency aircraft hangars n 0000018687 n!