Nail spacing shall be 8d at 6 inches (152 mm) on center along vertical edges of panel and 12 inches (305 mm) at intermediate vertical framing. Inspections, Permits, & Plans Buildings & Fire Suppression Systems Submit a Safety Fire Plan for Review Fire Suppression Professionals Licensing For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm. The permit shall be protected from the weather and located in such a position as to allow the building official or representative to conveniently make required entries thereon. All conditioned spaces must be insulated before Permanent Service inspection. Continuous load paths shall be provided for transmitting these forces to the foundation. J I&%ePD{j@@& c startxref Chapter 3 Use and Occupancy Classification, Chapter 4 Special Detailed Requirements Based on Use and Occupancy, Chapter 5 General Building Heights and Areas, Chapter 7 Fire and Smoke Protection Features, 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. Brazoria County - Texas Department of Insurance 0000004503 00000 n Summer: ESE / NE . 0000002649 00000 n FORWARD ALL DOCUMENTS TO: wbcodes@bcgov.net. 0000008781 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. Fasteners shall be installed at opposing ends of the. 139 0 obj<>stream Where studs are not continuous, the ceiling must be used to support the endwall. You are leaving the main Beaufort County Government website. The definition and classification of soil materials shall be in accordance with ASTM D2487. The provisions of this chapter shall govern the structural design of buildings, structures and portions thereof regulated by this code. The building or other structure is less than or equal to 75 feet (22 860 mm) in height with a height-to-least-width ratio of 4 or less, or the building or other structure has a fundamental frequency greater than or equal to 1 hertz. Special inspection requirements were added to address the anchorage and connection of mass timber structural elements. All plumbing stub outs complete. Load due to lateral earth pressures, ground water pressure or pressure of bulk materials. 2 4 lateral bracing shall be installed on the top of ceiling joists or truss bottom chords at 8 feet (2438 mm) on center and extend 8 feet (2438 mm) inward from the gable endwall. All exterior wall sheathing and roof framing member anchoring devices installed. Anchorage shall be installed at intervals not to exceed Table R4504.2.1 and shall terminate in a minimum 2 4 double sole plate. Section 100 General Requirements thru Section 200 Basic Definitions, Assumptions, and Limitations of the Prescriptive Code. Flood load in accordance with Chapter 5 of ASCE 7. PDF California Climate Zone 2 - PG&E Dowels or threaded rods shall have a standard hook length of 12 times the bar, All anchor bolts shall have a standard hook length of 12 times the bolt, Vertical reinforcement bars shall be installed not more than 2 feet (51 mm) from each corner and at intervals not to exceed Table R4504.2.1 with all reinforced cells grouted, A minimum of two 2 6 sill plates shall be anchored with, A minimum of two 2 6 sill plates shall be anchored with continuous anchor bolts in accordance with Table R4504.2.1 with 2 2 . R4504.1 Anchorage in the 130 mph Wind Zone. All anchoring devices installed at piers and continuous walls to floor assembly. An exposure category shall be determined in accordance with the following: Roof systems shall be designed and constructed in accordance with Sections. If nonair-entrained Portland cement/lime mortar is used, the values in the table may be increased by 1.25. 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. 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. To be done after roof, framing, fire blocking and bracing is in place. You first need to obtain a zoning permit from the Zoning Department. R301.2.1.1 Wind limitations and wind design required in accordance with Figure R301.2(5)B AWC Wood Frame Construction Manual (WFCM) . 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). PDF Highlights of ICC 500-2014, ICC/NSSA Standard for the Design and 0000003551 00000 n Seward. trailer See Section 4505 for material requirements in Coastal High Hazard Areas and Ocean Hazard Areas and Ocean Hazard Areas. Map with four wind speed zones for : design (wind mri: 2: is 10,000-100,000 years). Septic tank final permit. For trusses, the nailing requirements from Table R4508.2 shall include the nailing requirements for both rafters and ceiling joists. Lift coefficient. Table 2 shows the different . A minimum of two 2 sill plates shall be anchored with, Structural bracing in the 130 mph (58 m/s) wind, Gable endwalls in the 130, 140 and 150 mph (58 m/s, 63 m/s and 67 m/s) wind. 111 0 obj <> endobj 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. Applies to footing dowel bars, vertical reinforcement and anchor bolts. Hl_o0)c`;FH`:MI S8u~\s;!p(`M_vNzsxa9%2Gn@ J??HBFXfl8^; . Inland I Zone. All plate penetrations to be sealed at this time. Foam: Insulation certificate on file. For windows or doors in structures with a roof, Design pressure ratings based on the standards listed in. Install one tie at each end of each rafter in 130 mph (58 m/s) and two ties at each end of each rafter in 140 mph (63 m/s) and 150 mph (67 m/s) wind, Section R4502 Design Pressure for Doors and Windows. Gust effect factor for rigid structures in accordance with ASCE 7 Section 26.9.1. Aviation control towers, air traffic control centers and emergency aircraft hangars. 0 0000003973 00000 n At Prestige Homes, we default to building homes to Zone 2 standards. A Guide To Understanding Wind Zones For Mobile Homes 0000007134 00000 n Roofs that do not have sufficient slope or camber to ensure adequate drainage shall be investigated for ponding. Once the permit is reviewed and entered into the computer, you will be notified to come and pick up the permit. (a) Except as specified in (b) below, all structures located inside the city limits of a city or town which is divided by the dividing line between inland I and inland II, shall be subject to the Inland II requirements. Footings shall be reinforced with three #4 bars or two #5 bars at 3 inches (76 mm) above the bottom of the footing. C . Termite certificate, Elevation Certificate (if in a flood zone), As Built Foundation Survey, and Compaction report are required. The deflections of structural members shall not exceed the more restrictive of the limitations of Sections. %PDF-1.4 % Listed below are the items required for obtaining a zoning permit: After receiving a zoning permit you would come to the Building Codes Office with the following: Customers will need to take the following paperwork to the Zoning Office for a zoning permit: After getting the zoning permit the customer will need to bring the following to the Building Codes Office in order to get a placement permit: Once the mobile home has been placed on the property and set up you will need to get an inspection in order to obtain power. 0000004720 00000 n USA Wind Zone I, II & III Map | Oliver Technologies, Inc. Chapter 45 High Wind Zones - UpCodes The deflection criterion for interior partitions is based on the horizontal load defined in, The above deflections do not ensure against ponding. 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. Zone 3 homes should be able to resist winds of up to 110 mph. o$61=dp uv+0*"z65tO+,7Jx. 2p(8!0mJh-&DGFJ,[DXTy]AlJw DC aJFN @*L]b\Y9%TZbJ_TppC[\ All vertical pier / stem wall steel and continuous wall assemblies shall be in place and anchoring devices on site. For commercial job: PS affidavit and Zoning compliance letter are required. If window or door is more than 4 feet from a corner, the pressure from this table shall be permitted to be multiplied by 0.87. 40 percent for members supporting one floor. The overhang is limited to 12 inches (305 mm) where a laddered soffit is installed. Proof of Wind Zone II; If home is pre-owned, provide previous owners name. See Figure R4506.7(a). Load due to fluids with well-defined pressures and maximum heights. The overhang may be increased to 24 inches (610 mm) where outlookers are framed over a dropped endwall into the first rafter or truss. Building must meet all requirements for immediate occupancy. At double edge panel locations, the horizontal nail spacing shall be 8d staggered at 3 inches (76 mm) on center. and construction requirements of tornado and hurricane storm shelters. Component and cladding wind pressures in Table R301.2(2) are updated for new design wind speeds and hip or gable roof profiles. Table 2 presents wind-borne debris criteria given in various guides, codes, and standards. [+Ch)Pv`* Og The roof sheathing panel edges shall be blocked and nailed at the end two rafter or truss spaces. The garage door occurs below the top of the piling. For SI: 1 inch = 25.4 mm, 1 mile per hour = 0.447 m/s. (Dealers may use bill of sale and title application receipt). Work requiring a permit shall not commence until the permit holder or his agent post the permit card in a conspicuous place on the premises. Wind Zone 2 only affects the 6 counties that touch the coast: Chatham, Bryan, Liberty, McIntosh, Glynn and Camden. The permit card shall be maintained in such a position by the permit holder until the Certificate of Occupancy is issued. The maximum considered earthquake spectral response acceleration for short periods. Wind Zones Inland II Inland I Seaward . Subject to the limitations of Section 1609.1.1.1, residential structures using the provisions of AISI S230. Weight of ice in accordance with Chapter 10 of ASCE 7. PDF Manufactured/ Mobile Home Installation Packet - North Charleston 0000008065 00000 n Design based on partially enclosed building. Contractor's name, address, telephone number, state license and Beaufort County Business license number. CHAPTER 3 OCCUPANCY CLASSIFICATION AND USE. For OMFs and OCBFs, design is in accordance with AISC 341. Scuttles, skylight ribs and accessible ceilings, 31. TheDeputy Building Code Directorwill require contact information on the selected Special Inspectors for the project. CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS. 0000003128 00000 n Why Are Wind Zones Important in Manufactured Home Construction? 6.2.2 Unless otherwise specified, select the wind zone based on the strength design wind speed. requirements of the Large Missile Test of ASTM E1996 and ASTM E1886 as modified in Section 301.2.1.2.1 Wind Zones - Georgia Office of Insurance and Safety Fire Commissioner Flood Elevation Certificate and As-Built Foundation Survey must be in permit file prior to scheduling inspection. The following will be necessary to get the miscellaneous permit: California Climate Zone 2 Keywords: California Climate Zone 2 ,Pacific Gas and Electric Company,Climate,Basic Climate . 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. Exposed width, feet (mm) of the roof tile. Cripple wall requirements apply only to exterior cripple walls. 0000001600 00000 n Monolithic slabs with integral footings resisting uplift shall be reinforced in accordance with, The curtain wall footing must meet the minimum projection requirements in Figure R403.1(1) and footing dimensions for the, All footings shall have reinforcing dowel bars to match the vertical reinforcing bars in the foundation wall above. Agricultural storage structures intended only for incidental human occupancy. After the roof, framing, fire blocking and bracing are in place. This table is based on 140 mph wind speeds and a 45-foot mean roof height. 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. CHAPTER 2 DEFINITIONS. The Beaufort County Building Codes department will follow the State mandated Special Inspection Manual as published by the South Carolina Department of Labor Licensing and Regulation. All ductwork for heating and air must be completed prior to inspection. The alternate wind design provisions in this section are simplifications of the ASCE 7 Directional Procedure. PDF Safe Rooms: Selecting Design Criteria - FEMA.gov 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. 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. Panel attachment to framing shall be as illustrated in Figure R4508.4(b). Bearing stud height is limited to 10 feet. Foundation anchorage spaced and installed in accordance with the. Wind-borne debris hazards are defined with representative test missiles for both tornadoes and hurricanes. PDF Texas Department of Insurance - GHBA 780 Cmr: State Board of Building Regulations and Standards Structural Loads County Building Inspector assigned to the project will contact the Special Inspector to schedule a site visit to witness his/her work for quality assurance. Once the inspection is done and passes we will contact the power company and let them know that the power can be turned on. The MWFRS and the components and cladding of every building or other structure shall be designed for the pressures calculated using Equation 16-35. All vertical anchoring devices if not already in place, shall be on site and have placement location identified on form boards. The. Mobile Homes built prior to 1976 speed is 5 mph or greater. N04XY]@7 H6 endstream endobj 112 0 obj<> endobj 113 0 obj<>/ProcSet[/PDF/Text]/ExtGState<>>>/Type/Page>> endobj 114 0 obj<> endobj 115 0 obj<> endobj 116 0 obj<> endobj 117 0 obj<> endobj 118 0 obj<> endobj 119 0 obj<> endobj 120 0 obj<> endobj 121 0 obj<> endobj 122 0 obj<> endobj 123 0 obj<>stream Title 24 Requirements . 0.7 for roof configurations (such as saw tooth) that do not shed snow off the structure, and 0.2 for other roof configurations. CHAPTER 1 SCOPE AND ADMINISTRATION. To be made after footers are excavated. 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. Also, windows and exterior doors must be installed per manufacturer specifications (EXPOSED FOR INSPECTION). All horizontal and vertical steel must be in place in footers. All wiring to be concealed in ceiling or wall membranes shall be installed. &4[ab`R15H%[dUu jih` -Z{22T0ba;6'LKV1be#es2,g`f8hI!a;0s= Secondary rain loads are updated to be consistent with ASCE 7. Before any inspections can be made the 911 address must be posted on the site. Applicable wind direction if more than one wind exposure is utilized. Once the mobile home is ready for inspectioncall and request an inspection (843) 255-2078. There are no Wind Zone 3 locations within the State of Georgia. Building Climate Zones by Zip Codes | California Energy Commission Subject to the limitations of Section 1609.1.1.1, residential structures using the provisions of AWC WFCM. CHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY AND USE. 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. 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. Once the mobile home has been placed on the property and set up you will need to get an inspection in order to obtain power. You will need to be prepared to pay a building permit fee and if applicable impact fees upon submittal of the permit. Chapter 16 Structural Design - UpCodes Panels may be installed parallel or perpendicular to studs. in a 250 mph wind speed zone for tornadoes per Figure 304.2(1) of ICC 500 (refer to Figure 1): . As an alternative to ASCE 7 Chapters 27 and 30, the following provisions are permitted to be used to determine the wind effects on regularly shaped buildings, or. In addition to this list of inspections, the field inspector, based on the type of construction may require other inspections not specifically noted on this list. Plumbing pressure is required. Submit Public Comments/Request to Address Council, Local 3% Accomodations Tax or Local Hospitality Tax Grants, Alcohol and drug abuse programs and services, Programs and services for people with disabilities and special needs, Learn about programs and services for veterans, Check the Status of an Employment Application, Apply for a building, sign or zoning permit, Questions about elevation and flood certificates, Get information about road paving and grading, Learn more about special collection events, Application for Photo Identification Card, Victim Information and Notification System, Beaufort County Black Chamber of Commerce, Hilton Head Island-Bluffton Chamber of Commerce, Beaufort Historic Downtown Waterfront, Port Royal and the Sea Islands, Construction Adjustments and Appeals Board. 1609.6.4.3 Determination of Net Pressure Coefficients. (1) and 3280.305(c)(2), that the home shall be designed and constructed to conform to one of three wind load zones. 11. This adjustment does not apply to garage doors. Georgetown, Horry, Jasper, and Williamsburg counties are in the Wind Zone II, thus subject to higher wind requirements. The MWFRS shall be investigated for the torsional effects identified in ASCE 7 Figure 27.4-8. Finish light floor plate construction, 28. Where sliding is used to isolate the elements, the effects of friction between sliding elements shall be included as a force. 0000002009 00000 n Wind Zone II equates to a 100-mph fastest-mile wind speed. xb```b`` %%EOF Safe access to each floor level required. D . All framing completed. 0000000016 00000 n The bars shall be equally spaced with 3 inches (76 mm) clear minimum from the side of the footing. Minimum footing size tables are revised to more accurately reflect current practice. Provide openings at the garage level that comply with either of the following options: Continuous anchorage from footing to girder or wall framing. 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.
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wind zone 2 requirements
