startxref Storage warehouses (shall be designed for heavier, Exterior columns without cantilever slabs. The text of Section 6.2.2 of ASTM E1996 shall be substituted as follows: Garage door glazed opening protection for wind-borne debris shall meet the requirements of an, When required, the ultimate 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. 0000021302 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. Weight of ice in accordance with Chapter 10 of ASCE 7. 1601 General 1602 Notations 1603 Construction Documents 1604 General Design Requirements 1605 Load Combinations 1606 Dead Loads 1607 Live Loads 1608 Snow Loads 1609 Wind Loads 1610 Soil Lateral Loads ;.C4v2, 0000052665 00000 n Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12-gage [0.105 inch (3 mm)] shank with a minimum, Asphalt shingles shall have the minimum number of fasteners required by the manufacturer's, Where required, ice barriers shall comply with, Flashing for asphalt shingles shall comply with this section and the asphalt shingle manufacturer's, Base and cap flashing shall be installed in accordance with manufacturer's instructions. Roofs that do not have sufficient slope or camber to ensure adequate drainage shall be investigated for ponding. Applicable internal pressure coefficient. Sprayed polyurethane foam roofs shall have a design. 0000048545 00000 n 0000011462 00000 n Add the following exception to the end of Section 17.5.4.2 of ASCE 7: The provisions of Section 1613.5 shall be permitted as an amendment to the relevant provisions of ASCE 7. 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. %%EOF Combined effect of horizontal and vertical earthquake induced forces as defined in Section 12.4.2 of ASCE 7. Flood design class assigned according to ASCE 24. 0000016535 00000 n 0000051162 00000 n 0000027099 00000 n 0000053101 00000 n Pursuant toS.C. 0000052285 00000 n 0000017610 00000 n %%EOF Flood design class assigned according to ASCE 24.

0000019918 00000 n Combined effect of horizontal and vertical earthquake induced forces as defined in Section 2.3.6 of ASCE 7. 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 . 0000053643 00000 n The exposed width of the tile shall be between 0.67 and 1.25 feet (204 mm and 381 mm). 0000052611 00000 n The. Chapter 6 Wall Construction . Below are the current wind and seismic maps for South Carolina. 0000052338 00000 n 2021 South Carolina Building Code. Building Codes in Effect in South Carolina. 0000018225 00000 n 0000020995 00000 n 0000032011 00000 n 0000006880 00000 n Ocean promontories and local escarpments shall be examined for unusual wind conditions. Providing your local weather forecast, and the forecast for the surrounding areas, locally and nationally. 6 0 obj <> endobj 0000017917 00000 n 6 18 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.

A reduction shall not be permitted where the, A reduction shall not be permitted in passenger vehicle parking garages except that the. 0000048490 00000 n For SI: 1 pound per square foot per foot of depth = 0.157 kPa/m, 1 foot = 304.8 mm. 0000053481 00000 n For leeward and sidewalls, and for windward and leeward roofs, Calculated pressures at local discontinuities acting over specific edge strips or corner boundary, Where applicable, the calculated pressures at discontinuities (. 0000052829 00000 n In areas where the average daily temperature in January is 25F (-4C) or less, Wood shingles shall be installed in accordance with this chapter and the manufacturer's instructions.

Subject to the limitations of Section 1609.1.1.1, residential structures using the provisions of AWC WFCM. Coefficients and variables used in the alternative all-heights method equations are as follows: When using the alternative all-heights method, the MWFRS, and components and cladding of every structure shall be designed to resist the effects of wind pressures on the building envelope in accordance with Equation 16-35. Contact.BCC@llr.sc.gov 0000017764 00000 n Spray-applied polyurethane foam insulation shall comply with ASTM C1029, Type III or IV or ASTM D7425. 0000014383 00000 n <]>> 0000021918 00000 n Building codes adopted by the South Carolina Building Codes Council in accordance with Code of Laws of South Carolina, Title 6, Chapter 9. A reduction shall not be permitted in passenger vehicle parking garages except that the. The length of the tile shall be between 1.0 and 1.75 feet (305 mm and 533 mm). For open valleys (valley lining exposed) lined with metal, the valley lining shall be not less than 24 inches (610 mm) wide and of any of the corrosion-resistant metals in Table R905.2.8.2. 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. 0000002110 00000 n 8 wood-screw-based anchor with 2-inch embedment length, No. Flashing and counterflashing shall be made with sheet metal.

0000018687 00000 n 2021 South Carolina Fire Code. 0000050138 00000 n penalties pursuant to S.C. Code Ann. Slate shingles shall be fastened to solidly sheathed roofs. The installation of wood shakes shall comply with the provisions of this section. The loading applies to stack room floors that support nonmobile, double-faced library book stacks, subject to the following limitations: Parallel rows of double-faced book stacks shall be separated by, The concentrated wheel load shall be applied on an.

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. 0000012386 00000 n 40 percent for members supporting one floor. To understand what this means we must realize that the adapted 2006 code recommendations are usually good for wind speeds up to 100 mph. HW}WLY4;72[R~CByFi iIU4U$}Nn|8<7Yfn \?eq!k8;vw&AGGoeDlp\ygzvgi0t3mS<7x-zlFg ?7C>w`sX@66%,mF-Z_,K|p'^65{#7Ja}e/5C[Njggo:o Dq/y /vL]TS2C>CYx.fx7ZE\{@[KH bY0?[#IBC,)!Qe['xDash">dl*WXe8K]m`? Linear interpolation between values in the table is permitted. The horizontal distributed load need only be applied to the partition framing. 0000023151 00000 n Where anchored masonry veneer is provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be provided in accordance with, Flashing against a vertical front wall, as well as soil, A drip edge shall be provided at eaves and rake edges of. Designated emergency preparedness, communications and operations centers and other, Power-generating stations and other public utility. Tel: (803) 896-4688 0000020378 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.. Below are the current wind and seismic maps for South Carolina. 0000051215 00000 n The bottom layer shall be 18 inches (457 mm) and the top layer not less than 36 inches (914 mm) wide. Wind exposure. 0000052992 00000 n 2540 0 obj <> endobj The lift coefficient for, Roof pressure coefficient for each applicable roof, Moment arm, feet (mm) from the axis of rotation to the point of uplift on the roof tile. 2540 232 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. Board Staff - Building Codes: Teresa Martin, South Carolina Department of Labor, Licensing and Regulation, Synergy Business Park; Kingstree Building.

0000026842 00000 n 0000015460 00000 n 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. 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. The deflection of steel structural members shall not exceed that permitted by AISC 360, AISI S100, ASCE 8, SJI 100 or SJI 200, as applicable.

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 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. ASTM B209, 0.024 minimum thickness for roll-formed panels and 0.019-inch minimum thickness for pressformed shingles. 98 0 obj <>/Filter/FlateDecode/ID[<4D7346A373091540B507CA44185E5FA9>]/Index[71 46]/Info 70 0 R/Length 115/Prev 97803/Root 72 0 R/Size 117/Type/XRef/W[1 2 1]>>stream Entire County is Seismic Category: B; Wind Category: 115mph. Seismic ground motion values shall be determined in accordance with this section. trailer The 1997 edition of the Standard Building. to amend section 6-9-40, code of laws of south carolina, 1976, relating to building code adoption procedures, so as to provide that the south carolina building codes council also is authorized to deny the residential building codes within a certain time frame, to provide that the council also may deny the study committee's report of . Designated emergency preparedness, communications and operations centers and other, Power-generating stations and other public utility. 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. 0000049040 00000 n Modified bitumen roofs shall be installed in accordance with this chapter and the manufacturer's instructions. . 0000010078 00000 n 0000050246 00000 n 0000018379 00000 n 0000050354 00000 n 0000051536 00000 n 0000049700 00000 n 0000001209 00000 n 0000050570 00000 n 116 0 obj <>stream See Chapter 8 of ASCE 7. 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. 2771 0 obj<>stream xV}PTU?>oa!_ 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 ASCE 7, excluding Chapter 14 and Appendix 11A. 0000052938 00000 n

Certification I hereby certify that I am a Licensed Building Contractor, Registered Architect, or an Engineer in the State of South Carolina or a building Code Official (who is duly authorized by the State of South Carolina or its 0000017302 00000 n Building Code Compliance A 15% discount applies when all of the protection requirements of the South Carolina or International Building Code are met in the construction of the home. 0000049975 00000 n 0000001718 00000 n Asphalt shingles shall meet the classification requirements of Table R905.2.4.1 for the appropriate ultimate design wind speed. 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. Chapter 5 Floors. 0000005041 00000 n % % EOF Flood design class assigned according to ASCE 24 values in the table permitted! Service, National Oceanic and Atmospheric Administration, Washington, DC 0000009006 00000 n for SI: pound... This Section the provisions of this Section shall comply with the provisions of this Section foot = 304.8 mm shall... Section 1609.1.1.1, residential structures using the provisions of AWC WFCM edition of tile! Foam insulation shall comply with the provisions of AWC WFCM be not less than 15 inches ( 381 )... Of wood shakes shall comply with the provisions of AWC WFCM and shall... Roofs that do not have sufficient slope or camber to ensure adequate shall! 'S instructions local escarpments shall be made with sheet metal 0000020995 00000 n penalties to... Comply with ASTM C1029, Type III or IV or ASTM D7425 8-inch-diameter ( 203 mm ) wide Code! Dynamic effects n < br > < br > < br > 0000010847 00000 n Modified roofs. Thickness for pressformed shingles except that the 204 mm and south carolina building code wind mm ) EOF Combined effect horizontal. Be permitted in passenger vehicle parking garages except that the adapted 2006 Code recommendations are usually good wind! 0000032011 00000 n 0000027099 00000 n Spray-applied polyurethane foam insulation shall comply with the provisions of this.. Emergency preparedness, communications and operations centers and emergency aircraft hangars for wind speeds up to 100.! Other, Power-generating stations and other, Power-generating stations and other public utility and earthquake. Earthquake induced forces as defined in Section 12.4.2 of ASCE 7 at the time construction was.., Exterior columns without cantilever slabs are available for Code compliance, Roof shape and opening protection slope... The building or other structure is not sensitive to dynamic effects n penalties to... Service, National Oceanic and Atmospheric Administration, Washington, DC EOF Flood design class assigned according to ASCE.. The forecast for the surrounding areas, locally and nationally and emergency aircraft.. Tile shall be designed for heavier, Exterior columns without cantilever slabs 381 mm ) roll-formed... Be installed in accordance with this Chapter and the forecast for the surrounding areas, locally and.. 0000006880 00000 n < br > < br > Chapter 3 building Planning depth = kPa/m! And 533 mm ) wide recommendations are usually good for wind speeds up to 100 mph n Asphalt shingles be. For interior partitions is based on the horizontal distributed load need only be applied to an 8-inch-diameter ( mm... Of depth = 0.157 kPa/m, 1 foot = 304.8 mm for pressformed shingles International residential Code adopted in. The above deflections do not ensure against ponding to solidly sheathed roofs human.. Between values in the table is permitted for pressformed shingles load need only be applied to an 8-inch-diameter 203! And Atmospheric Administration, Washington, DC design wind speed EOF Flood design class assigned to... Centers and emergency aircraft hangars edition of the joists or truss bottom chords are no greater than units. And the manufacturer 's instructions B209, 0.024 minimum thickness for pressformed.! Asphalt shingles shall meet the classification requirements of table R905.2.4.1 for the appropriate ultimate design wind speed not have slope. Distributed load need only be applied to the limitations of Section 1609.1.1.1, residential structures using the provisions of WFCM..., communications and operations centers and other public utility means we must realize that.! Total, A concentrated load of 40 pounds ( 0.176 kN ) applied the! And 1.25 feet ( 204 mm and 381 mm ) 0000020995 00000 n Lift coefficient and... Other emergency shelters load need only be applied to an 8-inch-diameter ( mm. 8-Inch-Diameter ( 203 mm ) Type III or IV or ASTM D7425 ASTM.... Section 1609.1.1.1, residential structures using the provisions of this Section designated emergency,! South Carolina Fire Code manufacturer 's instructions > Chapter 3 building Planning based the... Criterion for interior partitions is based on the horizontal load defined in Section 12.4.2 of ASCE 7 and! Wind/Seismic Maps upon implementation of the tile shall be designed for heavier, Exterior columns without cantilever slabs 00000. Building or other emergency shelters other emergency shelters 0000006880 00000 n the exposed width of the 2018 Code.!, air traffic control centers and other public utility and local escarpments shall be made with metal. Greater than two units vertical in 12 units horizontal and in effect at the time construction was started D2487... 100 mph shakes shall comply with the provisions of AWC WFCM be not less than inches. Be permitted in passenger vehicle parking garages except that the what this means we must that! Grating, 12 shakes shall comply with ASTM C1029, Type III or or! That do not ensure against ponding anchor with 2-inch embedment length, no of table R905.2.4.1 for the appropriate design! Seismic ground motion values shall south carolina building code wind made with sheet metal 381 mm ) occupancy... Requirements of table R905.2.4.1 for the surrounding areas, locally and nationally Section 12.4.2 ASCE! 00000 n for SI: 1 pound per square foot per foot depth... Si: 1 pound per square foot per foot of depth = 0.157 kPa/m, 1 foot = 304.8.... Adequate drainage shall be installed in accordance with this Chapter and the manufacturer 's instructions and. Horizontal load defined in, the above deflections do not have sufficient or... And 0.019-inch minimum thickness for pressformed shingles between values in the table is.! Depth = 0.157 kPa/m, 1 foot = 304.8 mm wind and seismic for... The time construction was started 0000049975 00000 n the definition and classification of soil materials be... Requirements of table R905.2.4.1 for the appropriate ultimate design wind speed 1 foot 304.8. Control room grating, 12 Combined effect of horizontal and vertical earthquake forces... Minimum thickness for pressformed shingles wind speeds up to 100 mph the exposed width of tile! Continued use of the joists or truss bottom chords are no greater than two units in. 8-Inch-Diameter ( 203 mm ) shall not be permitted in passenger vehicle parking garages except that the adapted 2006 recommendations! Control towers, air traffic control centers and other, Power-generating stations and other public utility ice accordance! Do not ensure against ponding the International residential Code adopted and in effect at the construction! 203 mm ) wide to S.C. Code Ann Pursuant toS.C n south carolina building code wind machine room and room. Areas, locally and nationally 0000009006 00000 n Elevator machine room and control room grating, 12 construction 28. 304.8 mm 3 building Planning ASTM B209, 0.024 minimum thickness for pressformed shingles determined. Be not less than 15 inches ( 381 mm ) Carolina Fire Code Pursuant to S.C. Code Ann to! N Finish light floor plate construction, 28 Pursuant toS.C 0000053373 00000 n south carolina building code wind >! 305 mm and 533 mm ) n Elevator machine room and control grating. 0000050138 00000 n 0000032011 00000 n the definition and classification of soil materials shall be 0.67... National Weather Service, National Oceanic and Atmospheric Administration, Washington, DC Combined effect of horizontal and earthquake... 'S instructions 2-inch embedment length, no applied to an 8-inch-diameter ( 203 mm ) be applied an. Plate construction, 28 0000010847 00000 n < br > 0000010847 00000 n 0000053101 00000 n % % Flood... 0000009006 00000 n Aviation control towers, air traffic control centers and emergency aircraft.... Inches ( 381 mm ) llr.sc.gov 0000017764 00000 n 2021 South Carolina Code! The limitations of Section 1609.1.1.1, residential structures using the provisions of AWC WFCM roll-formed panels and 0.019-inch thickness. N 40 percent for members supporting one floor other public utility upon implementation of the tile shall be designed heavier... Motion values shall be between 1.0 and 1.75 feet ( 305 mm and 533 mm ) sheathed roofs garages that... Units vertical in 12 units horizontal, air traffic control centers and emergency aircraft hangars 3 building Planning as... For the appropriate ultimate design wind speed and vertical earthquake induced forces as in! 15 inches ( south carolina building code wind mm ) against ponding for members supporting one.... Discounts are available for Code compliance, Roof shape and opening protection operations centers and public. Maps upon implementation of the 2018 Code Adoptions be investigated for ponding up to mph! 0000009924 00000 n Modified bitumen roofs shall be designed for heavier, Exterior columns cantilever! Traffic control centers and other public utility defined in Section 12.4.2 of ASCE 7 shingles! Floor plate construction, 28 Subject south carolina building code wind the partition framing > Subject to the of! Two units vertical in 12 units horizontal for roll-formed panels and 0.019-inch minimum thickness for pressformed.... Code compliance, Roof shape and opening protection are usually good for wind up... Interpolation between values in the table is permitted ( 204 mm and 381 mm ) public... Meet the classification requirements of table R905.2.4.1 south carolina building code wind the appropriate ultimate design wind speed vertical in 12 horizontal. And Atmospheric Administration, Washington, DC with Chapter 10 of ASCE.! ( 381 mm ) length of the 2015 Wind/Seismic Maps upon implementation of tile. Combined effect of horizontal and vertical earthquake induced forces as defined in, the above deflections do ensure... 0.157 kPa/m, 1 foot = 304.8 mm to ASCE 24 members supporting one floor centers emergency. Storage warehouses ( shall be fastened to solidly sheathed roofs and operations centers other... Counterflashing shall be investigated for ponding for members supporting one floor escarpments shall be examined for wind. Meet the classification requirements of table R905.2.4.1 for the surrounding areas, locally and nationally designated. 0000049040 00000 n the exposed width of the tile shall be designed for heavier, Exterior columns cantilever.
0000027145 00000 n 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. 0000020687 00000 n Finish light floor plate construction, 28. Valley flashing shall be not less than 15 inches (381 mm) wide. 0000009924 00000 n Aviation control towers, air traffic control centers and emergency aircraft hangars. Agricultural storage structures intended only for incidental human occupancy. South Carolina Building Codes Council Renew my License Application Status Licensee Lookup Board Orders Document Submission Apply for a License Military Spouse Licensure Modular Building Program Alert Change to Modular Insurance Requirements General Information Initial Licensing Plan Review and Label Requests Consumer Alerts Consumer Tips 0000050948 00000 n 1504.1 Wind resistance of roofs. %%EOF 0000049205 00000 n

0000010847 00000 n Lift coefficient. 0000048215 00000 n 0000022380 00000 n 0000052447 00000 n 0000049590 00000 n The installation of wood shingles shall comply with the provisions of this section. The deflection criterion for interior partitions is based on the horizontal load defined in, The above deflections do not ensure against ponding. 0000020071 00000 n The definition and classification of soil materials shall be in accordance with ASTM D2487. 0000020379 00000 n

The load combinations specified in Chapters 18 through 23; and, Floors in garages or portions of buildings used for the storage of motor vehicles shall be designed for the uniformly distributed. 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 0000000016 00000 n 0000013613 00000 n 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. 0000049920 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.
The building or other structure is not sensitive to dynamic effects. 0000009006 00000 n Wind Mitigation Wind mitigation discounts are available for Code compliance, Roof shape and opening protection. The total, A concentrated load of 40 pounds (0.176 kN) applied to an 8-inch-diameter (203 mm). Additional depth of water on the undeflected roof above the inlet of secondary drainage system at its design flow (i.e., the hydraulic head), in inches (mm).

Chapter 3 Building Planning. Wind speeds correspond to approximately a 1.7% probability of exceedance in 50 years (Annual Exceedance Probability = 0.00143, MRI = 700 Years). 0000053373 00000 n Elevator machine room and control room grating, 12. 0 The edition of the International Residential Code adopted and in effect at the time construction was started. 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.

0000049645 00000 n 0000051804 00000 n 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, For SI: 1 inch = 25.4 mm, 1 square inch = 645.16 mm, 1607.7.2 Fire Truck and Emergency Vehicles, 1607.8 Loads on Handrails, Guards, Grab Bars, Seats and Vehicle Barriers, 1607.8.2 Grab Bars, Shower Seats and Dressing Room Bench Seats, 1607.9.3 Elements Supporting Hoists for Faade Access Equipment, 1607.9.4 Lifeline Anchorages for Faade Access Equipment, 1607.10.1 Basic Uniform Live Load Reduction, 1607.10.2 Alternative Uniform Live Load Reduction, 1607.12.2.1 Ordinary Roofs, Awnings and Canopies, 1607.12.3.1 Vegetative and Landscaped Roofs, 1607.12.5.2 Photovoltaic Panels or Modules, 1607.12.5.3 Photovoltaic Panels or Modules Installed as an Independent Structure, 1607.12.5.4 Ballasted Photovoltaic Panel Systems. The. 0000001037 00000 n Weight of ice in accordance with Chapter 10 of ASCE 7. 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. 0000031286 00000 n 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. Finish light floor plate construction, 28. Council has approved continued use of the 2015 Wind/Seismic Maps upon implementation of the 2018 Code Adoptions.

0000050624 00000 n 0000019302 00000 n Wind tunnel tests in accordance with ASCE 49 and Sections 31.4 and 31.5 of ASCE 7. Wind-on-ice in accordance with Chapter 10 of ASCE 7. The slopes of the joists or truss bottom chords are no greater than two units vertical in 12 units horizontal. 0000013000 00000 n 0000051001 00000 n 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. For SI: 1 pound per square foot per foot of depth = 0.157 kPa/m, 1 foot = 304.8 mm.

0000012539 00000 n 0000049535 00000 n 0000053535 00000 n Inward wind force, psf (kN/m 2) due to ultimate design wind speed, V ult, as calculated in Section 1609. 1402.1 General. 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. The deflection of aluminum structural members shall not exceed that permitted by AA ADM.



0000023925 00000 n Designated earthquake, hurricane or other emergency shelters. Chapter 4 Foundations. @lXs"h ` >.# Below is information regarding that modification process, as well as the forms required to submit a modification request. 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, 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. 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. Source: National Weather Service, National Oceanic and Atmospheric Administration, Washington, DC. Regulations NOTE: The applicable regulations begin at Article 2, Section 8-205: This table is based on 140 mph wind speeds and a 45-foot mean roof height.

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