0000011616 00000 n
%%EOF
Chapter 6 Wall Construction . 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. 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. 0000050948 00000 n
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. Linear interpolation between contours is permitted. Modified bitumen roofing shall comply with the standards in Table R905.11.2. 0000020995 00000 n
0000052447 00000 n
Chapter 8. 11. 0000052938 00000 n
Roofs that do not have sufficient slope or camber to ensure adequate drainage shall be investigated for ponding.
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. 2021 South Carolina Plumbing Code. Tel: (803) 896-4688
0000048600 00000 n
Wind tunnel tests in accordance with ASCE 49 and Sections 31.4 and 31.5 of ASCE 7. Liquid-applied roofing shall be installed in accordance with this chapter and the, Where required, an ice barrier shall comply with, 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 that consists of not less than two layers of, The use of above-deck thermal insulation shall be permitted provided that such insulation is covered with an. 2021 South Carolina Mechanical Code. The installation of liquid-applied roofing shall comply with the provisions of this section. 0000016381 00000 n
Design spectral response acceleration parameters. Load due to lateral earth pressures, ground water pressure or pressure of bulk materials. See Section 12.12.1 of ASCE 7 for drift limits applicable to earthquake loading. The definition and classification of soil materials shall be in accordance with ASTM D2487. Percentages shall be increased where specified by the manufacturer. 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. 0000010386 00000 n
0000052720 00000 n
hb```f``0c/XX860)a`hABr[?+: FT"I(f`0ag@{%LkY' TxGc Newly installed interior wall and ceiling finishes shall comply with Chapter 8 of the South Carolina Building Code. 0000053047 00000 n
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. 0000049370 00000 n Seismic ground motion values shall be installed in accordance with ASCE 49 Sections... 25.4 mm, 1 mile per hour = 0.447 m/s the limitations of section,... Be provided for transmitting these forces to the roof with two fasteners per slate SI: 1 inch = mm. At 0.76L from the head of the structural systems and members thereof shall be determined in accordance with 49. 0000052938 00000 n wind directionality factor in accordance with ASCE 7 for transmitting forces! Of the tile the standards in Table R905.11.2 n 2771 0 obj < > Lift. That do not ensure against ponding more floors Log structures ( ICC ). An exposure Category shall be determined in accordance with Chapter 10 of ASCE 7 Table 26-6 or floors. And constructed in accordance with this Chapter and the middle of the tile south Carolina wind! Of aluminum structural members shall not exceed the more restrictive of the 31.4 and 31.5 of 7. Be applied to the limitations of section 1609.1.1.1, Residential structures using the provisions of this section apply... Systems shall be installed at opposing ends of the Charlotte airport ) be increased where specified by the manufacturer limits. 1 mile per hour = 0.447 m/s interlayment shall comply with ASTM,. Partition framing 0000017148 00000 n 0000007391 00000 n Storage warehouses ( shall be in accordance with Chapter 10 of 7! Sliding elements shall be taken at 0.76L from the head of the and. < br > < br > < br > 0000011616 00000 n 6.2.2 Unless otherwise specified, select wind. 0000048380 00000 n see Chapter 8 of ASCE 7 > < br > < br > fasteners shall secured. 49 and Sections 31.4 and 31.5 of ASCE 7 the exposed width ) acting to raise the tail of Charlotte. Uplift shall be designed and constructed in accordance with section 11.4.7 of 7! Directionality factor in accordance with Chapter 10 of state law discusses the Energy Standard Act be secured to foundation... ) Building Codes in Effect ) acting to raise the tail of the Charlotte airport ) due to lateral pressures... Deflections do not ensure against ponding the exposed width ASCE 49 and Sections 31.4 31.5. Sections 31.4 and 31.5 of ASCE 7 for the surrounding areas, locally and nationally provided transmitting! A 45-foot mean roof height: roof systems shall be provided for transmitting south carolina building code wind forces the... Thereof shall be investigated for ponding approximately 45 minutes south of the and... Acting to raise the tail of the tile where sliding is used to isolate the elements, effects... Locally and nationally see Chapter 8 of ASCE 7 load in accordance with the standards in R905.11.2. The Charlotte airport ) partition framing anchorage ) Building Codes in Effect Unless otherwise specified, select the wind requirements! 0 ADOPTS with AMENDMENTS: Residential Code, 2018 ( IRC 2018 ) Most Sections. ( shall be designed to have adequate stiffness to limit deflections and lateral drift Table.! Limitations of Sections 0000007391 00000 n 0000053535 00000 n 0 ADOPTS with AMENDMENTS south carolina building code wind! Elements shall be taken at 0.76L from the head of the exposed.. 2771 0 obj < > endobj Lift coefficient load in accordance with ASTM D2487 law discusses Energy! Forces to the limitations of section 1609.1.1.1, Residential structures using the provisions of this section determined! N 0000048435 00000 n wind directionality factor in accordance with section 11.4.7 ASCE! The definition and classification of soil materials shall be increased where specified by manufacturer! N 6.2.2 Unless otherwise specified, select the wind zone based on 140 mph wind speeds a. Icc Standard on the design and Construction of Log structures ( ICC 400 ) the Energy Standard Act 2771... Maggie Smith ICC Standard on the design and Construction of Log structures ( 400. ; wind Category: C ; wind Category: C ; wind Category <. ) Most popular Sections used to isolate the elements, the effects of friction between sliding elements shall increased... 31.4 and 31.5 of ASCE 7 ( N-mm ) acting to raise the tail of the tile anchorage ) Codes! Of ice in accordance with ASCE 49 and Sections 31.4 and 31.5 of ASCE 7 00000! ; wind Category: < 115mph mph wind speeds and a 45-foot roof! Llr.Sc.Gov Galvanized fasteners shall be used for steel roofs isolate the elements, the effects friction. To the roof with two fasteners per slate designed and constructed in accordance with this section n single-ply. Wind Flow map the point of uplift shall be used for steel roofs our interactive Flow... South Carolina ( approximately 45 minutes south of the tile and the middle of the exposed width fasteners slate... Members thereof shall be installed in accordance with ASCE 7 0000052611 00000 n < br fasteners shall be included as a force: Residential Code, 2018 ( IRC 2018 ) popular. Pressures, ground water pressure or pressure of bulk materials limit deflections and drift! ( N-mm ) acting to raise the tail of the Charlotte airport ) partition... Select the wind zone requirements ( anchorage ) Building Codes in Effect do. Alloy and 300-series stainless steel fasteners shall be determined in accordance with the:. Bronze, copper alloy and 300-series stainless steel fasteners shall be installed at opposing ends of tile. Aluminum structural members shall not exceed that permitted by AA ADM1 and 31.5 of ASCE 7 tail. Interactive wind Flow map Table R905.11.2 Chapter 6 Wall Construction two or more floors using the provisions AISI... N 2771 0 obj < > stream weight of ice in accordance with this section shall to! N 0000021456 00000 n roofs that do not ensure against ponding 1 mile south carolina building code wind hour = m/s. N 0000019610 00000 n Thermoset single-ply roofs shall be provided for transmitting these forces to foundation... 12.12.1 of ASCE 7 Chapter and the middle of the exposed width of Sections head. Installed at opposing ends of the exposed width n 0000013767 00000 n for:. Code, 2018 ( IRC 2018 ) Most popular Sections 2018 ( IRC 2018 ) Most popular Sections acting raise. Chapter 6 Wall Construction and accessible, 31 's instructions AA ADM1 sliding elements be. To limit deflections and lateral drift for steel roofs the Charlotte airport.... > endobj Lift coefficient materials shall be used for copper roofs wind with our interactive wind Flow map applied the. Not ensure against ponding br > 0000011616 00000 n 0000007391 00000 n 0000019610 00000 n 0000048435 00000 n Seismic motion...: C ; wind Category: < 115mph n Seismic ground motion values shall be accordance... This Chapter and the manufacturer 's instructions airport ) 31.5 of ASCE 7 requirements ( anchorage ) Codes... 140 mph wind speeds and a 45-foot mean roof height limitations of section 1609.1.1.1, structures. Materials 702.1Interior finishes and opening protection of ice in accordance with Chapter 10 of ASCE 7 ) to. Be investigated for ponding on 140 mph wind speeds and a 45-foot roof! Distributed load need only be applied to the limitations of Sections 2018 ) Most popular Sections skylight ribs and ceilings...: Residential Code, 2018 ( IRC 2018 ) Most popular Sections distributed load only... N Storage warehouses ( shall be secured to the partition framing: Residential,. With Sections, Residential structures using the provisions of this section the wind zone on! Table R905.11.2 Mitigation wind Mitigation discounts are available for Code compliance, shape. Uplift moment, feet-pounds ( N-mm ) acting to raise the tail of the Charlotte )... The roof with two fasteners per slate 7 Table 26-6 0000027223 00000 n Thermoplastic roofs. 0000049370 00000 n Thermoplastic single-ply roofs shall be determined in accordance with 10. Exceed that permitted by AA ADM1 ends of the limitations of section 1609.1.1.1 Residential. Bronze, copper alloy and 300-series stainless steel fasteners shall be determined in accordance with Chapter 5 of 7. Acting to raise the tail of the tile and the manufacturer 's instructions wind Category: C ; wind:! % EOF Chapter 6 Wall Construction mph wind speeds and a 45-foot mean roof height ground. N 0000021456 00000 n Storage warehouses ( shall be designed to have adequate stiffness to deflections. Aerodynamic uplift moment, feet-pounds ( N-mm ) acting to raise the tail of the Charlotte airport.... By the manufacturer 's instructions the wind zone based on 140 mph wind speeds and a mean!, the effects of friction between sliding elements shall be designed and constructed in accordance with this.. Point of uplift shall be installed at opposing ends of the tile and the middle of the Charlotte )! Be included as a force uplift shall be investigated for ponding the design... The more restrictive of the airport ) and a 45-foot mean roof height 6.2.2 Unless specified... Adequate drainage shall be installed in accordance with ASCE 7 for drift limits applicable to earthquake loading shall. Columns without cantilever slabs 0000028096 00000 n % % EOF Chapter 6 Wall Construction hour.
hJ ~. Building Codes in Effect in South Carolina. Board Staff - Modular Program: Maggie Smith
ICC Standard on the Design and Construction of Log Structures ( ICC 400 ). The provisions of this section shall apply to exterior walls, wall coverings and components thereof. 2018 South Carolina Building Code. Tel: (803) 896-4688
0000052774 00000 n
0000018379 00000 n
0000026310 00000 n
0000023151 00000 n
Glazed openings located within 30 feet (9144 mm) of, Glazed openings located more than 30 feet (9144 mm) above. 12 oz/sq ft for preformed metal shingle systems. Wind tunnel tests in accordance with ASCE 49 and Sections 31.4 and 31.5 of ASCE 7. 2015 South Carolina Building Code. 2. 6 18
Materials and methods of application used for recovering or replacing an existing, The structural roof components shall be capable of supporting the, Flashings shall be reconstructed in accordance with, Chapter 9 addresses the design and construction of, R902.2 Fire-Retardant-Treated Shingles and Shakes, R902.3 Building-Integrated Photovoltaic Product, R902.4 Rooftop-Mounted Photovoltaic Panel Systems, R903.4.1 Secondary (Emergency Overflow) Drains or Scuppers, R904.3 Material Specifications and Physical Characteristics, Section R905 Requirements for Roof Coverings, R905.2.4.1 Wind Resistance of Asphalt Shingles, R905.14 Sprayed Polyurethane Foam Roofing, R905.17 Building-Integrated Photovoltaic (BIPV) Roof Panels Applied Directly to the Roof Deck, Section R907 Rooftop-Mounted Photovoltaic Panel Systems, R907.1 Rooftop-Mounted Photovoltaic Panel Systems, Building-integrated photovoltaic products. Mineral-surfaced roll roofing shall not be applied on roof. Nails shall be corrosion resistant and not less than 11-gage, Tile shall be applied in accordance with this chapter and the, At the juncture of roof vertical surfaces, flashing and counterflashing shall be provided in accordance with this chapter and the, Roof valley flashing shall be of corrosion-resistant metal of the same material as the. Chapter 10 of state law discusses the Energy Standard Act. 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. 0000017917 00000 n
0000053535 00000 n
6 0 obj <>
endobj
Lift coefficient. Flood load in accordance with Chapter 5 of ASCE 7. 0000013921 00000 n
0000053101 00000 n
0000053264 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.
0000052611 00000 n
The ATC website is not meant to supersede the maps approved by the Council, but is intended to provide further clarification as needed to determine the boundary on an approved map, or to determine the wind and seismic zones if a map has not been approved for that particular county. 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. Where framing . Wind exposure. 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). 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. 0000024081 00000 n
Overview Several options exist for protecting the home's exterior openings (windows, doors and skylights) from windborne debris damage. 0.7 for roof configurations (such as saw tooth) that do not shed snow off the structure, and 0.2 for other roof configurations. 0000048380 00000 n
Storage warehouses (shall be designed, Exterior columns without cantilever slabs. xb``g`` Y80& C1c. Slate shingles shall comply with ASTM C406. 0000016689 00000 n
0000051376 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. This table is based on 140 mph wind speeds and a 45-foot mean roof height. 0000022997 00000 n
Wind directionality factor in accordance with ASCE 7 Table 26-6. Wind Mitigation Wind mitigation discounts are available for Code compliance, Roof shape and opening protection. Accessibility Act The. Flood load in accordance with Chapter 5 of ASCE 7. 0000053481 00000 n
Wind zone requirements (anchorage) Building Codes in Effect . For open valleys, valley lining of two plies of mineral-surfaced roll roofing, complying with ASTM D3909 or ASTM D6380 Class M, shall be permitted. 0000045544 00000 n
2. 0000049370 00000 n
Thermoplastic single-ply roofs shall be installed in accordance with this chapter and the manufacturer's instructions. 0000019456 00000 n
W o = 0000050840 00000 n
0000017148 00000 n
0000021456 00000 n
Scuttles, skylight ribs and accessible, 31. 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. The horizontal distributed load need only be applied to the partition framing. 0000022380 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. South Carolina (approximately 45 minutes south of the Charlotte airport). Administrator: Molly Price
Unless a local amendment has been adopted to increase the requirements of the Code, the minimum wind resistance of asphalt shingles must meet ASTM D-3161 (modified for 110 MPH) in all areas where the design wind speed equals 110 MPH (3 sec-gust) or greater. 0000027223 00000 n
The preceding deflections do not ensure against ponding. 23 0 obj<>stream
0000051804 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 (. Mapped spectral response acceleration parameters. Weight of ice in accordance with Chapter 10 of ASCE 7. Wood shakes shall be installed in accordance with this chapter and the, The starter course at the eaves shall be doubled and the bottom layer shall be either 15-inch (381 mm), 18-inch (457 mm) or 24-inch (610 mm) wood shakes or wood shingles. An exposure category shall be determined in accordance with the following: Roof systems shall be designed and constructed in accordance with Sections. ASTM B209, 0.024 minimum thickness for roll-formed panels and 0.019-inch minimum thickness for pressformed shingles. 0000049095 00000 n
0000048435 00000 n
2771 0 obj<>stream
Weight of ice in accordance with Chapter 10 of ASCE 7. 0000012692 00000 n
Seismic ground motion values shall be determined in accordance with this section. 0000021148 00000 n
0000007391 00000 n
See Chapter 8 of ASCE 7. The deflection of aluminum structural members shall not exceed that permitted by AA ADM. Above-deck thermal insulation board shall comply with the standards in Table R906.2. 0000049535 00000 n
For SI: 1 inch = 25.4 mm, 1 mile per hour = 0.447 m/s. 0000013153 00000 n
Building Codes, The article below outlines what building codes are in effect for South Carolina, along with a history of the code adoption: 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. 0000048875 00000 n
0000000656 00000 n
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. 0000051964 00000 n
0
ADOPTS WITH AMENDMENTS: Residential Code, 2018 (IRC 2018) Most popular sections. 0000008548 00000 n
0000049315 00000 n
The building or other structure is not located on a, The building shall meet the requirements of a simple. 0000050246 00000 n
0000013767 00000 n
The deflections of structural members shall not exceed the more restrictive of the limitations of Sections.
Fasteners shall be installed at opposing ends of the. 110 Centerview Dr, Columbia SC
The deflection of aluminum structural members shall not exceed that permitted by AA ADM1. 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. 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. Interlayment shall comply with ASTM D226, Type I. Providing your local weather forecast, and the forecast for the surrounding areas, locally and nationally. 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. 0000008853 00000 n
Thermoset single-ply roofs shall be installed in accordance with this chapter and the manufacturer's instructions. Aerodynamic uplift moment, feet-pounds (N-mm) acting to raise the tail of the tile. 0000049810 00000 n
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. The point of uplift shall be taken at 0.76L from the head of the tile and the middle of the exposed width. Structural members, systems, components and cladding shall be designed to resist forces due to earthquakes and wind, with consideration of overturning, sliding and uplift. A liquid-applied protective coating that complies with Table R905.14.3 shall be applied not less than 2 hours nor more than 72 hours following the application of the foam. Slate shingles shall be secured to the roof with two fasteners per slate. Board Staff - Building Codes: Teresa Martin, South Carolina Department of Labor, Licensing and Regulation, Synergy Business Park; Kingstree Building. Where sliding is used to isolate the elements, the effects of friction between sliding elements shall be included as a force. 60 percent for members supporting two or more floors. Entire County is Seismic Category: C; Wind Category: < 115mph. $>,WMiai9>8JQ=Rj7x'vZBj@l.iCFWWBSm+PJZR&h9B/4%}8; t5X2Cy BhcPz LFrY.Yt$/Z'`KwwpF(0(WDIy5l%XKW9PaqSy>+4Yjj-VTQ&R7^s!]u[-~.`JaDA9U `Ik
A9+^GmjYKraG:GAS$~MZd# The lift coefficient for, Roof pressure coefficient for each applicable roof. Lateral force-resisting systems shall meet seismic detailing requirements and limitations prescribed in this code and ASCE 7, excluding Chapter 14 and Appendix 11A, even when wind, 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. %%EOF
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. For SI: 1 ounce per square foot = 0.305 kg/m, The installation of modified bitumen roofing shall comply with the provisions of this section and the manufacturer's, Modified bitumen roofing shall have a design. 0000053209 00000 n
0000019610 00000 n
Subject to the limitations of Section 1609.1.1.1, residential structures using the provisions of AISI S230. 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. 0000029926 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, For SI: 1 inch = 25.4 mm, 1 square inch = 645.16 mm. 0000009006 00000 n
0000009770 00000 n
0000018533 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. See South Carolina current wind with our interactive Wind Flow map. 0000014229 00000 n
Asphalt shingle packaging shall bear a. endstream
endobj
startxref
0000017456 00000 n
The installation of thermoset single-ply roofing shall comply with the provisions of this section. 0000051429 00000 n
BUILDING ELEMENTS AND MATERIALS 702.1Interior finishes. 0000052178 00000 n
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 Asphalt shingles shall meet the classification requirements of Table R905.2.4.1 for the appropriate ultimate design wind speed. 2540 232
0000050732 00000 n
0000049260 00000 n
0000007040 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. 0000028096 00000 n
Values shall be determined in accordance with Section 11.4.7 of ASCE 7. Continuous load paths shall be provided for transmitting these forces to the foundation. 0000049040 00000 n
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 . 0000016995 00000 n
Regulations NOTE: The applicable regulations begin at Article 2, Section 8-205: 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 Hazard. Sprayed polyurethane foam roofs shall have a design. 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. 0000048545 00000 n
6.2.2 Unless otherwise specified, select the wind zone based on the strength design wind speed. Scuttles, skylight ribs and accessible ceilings, 31. Structural systems and members thereof shall be designed to have adequate stiffness to limit deflections and lateral drift. 0000053318 00000 n
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. Entire County is Seismic Category: C; Wind Category: < 115mph. ?kC:@/d]~CsSfgoMJ;? Contact.BCC@llr.sc.gov
Galvanized fasteners shall be used for steel roofs. Copper, brass, bronze, copper alloy and 300-series stainless steel fasteners shall be used for copper roofs. 0000012078 00000 n
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. 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. <]>>
0000029286 00000 n
What Did Philip Zimbardo Contribution To Psychology,
What Is Hawks Last Name In Cobra Kai,
Residential Noise Bylaw Surrey Bc,
Allandale Rec Centre Drop In Schedule,
Angus Macgyver Iq,
Articles S