#2018 IRC CODE BOOK PDF CODE#
The Order does not otherwise amend or abate the requirements of Code Section 8-2-26, nor does it suspend the enforcement of its provisions.
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Therefore, it is hereby ordered that all applicants seeking plan review or inspection in these cities and counties pursuant to Code Section 8-2-26 are not require to wait out the time frames required by Code Section 8-2-26(g)(4) and have the option of retaining “private professional provides” immediately to provide the required plan review or inspection in accordance with the provisions of Code Section 8-2-26(g)(5). It is ordered: That because of limited staffing and increasing wait times, I have determined that all counties and municipalities in this state that regulate inspections of buildings or similar structures to ensure compliance with the state minimum standard codes in accordance with Code Section 8-2-26 may not be able to provide regulatory action or inspection within the time frames required by Code Section 8-2-26(g)(4). Whereas: Counties and municipalities responsible for regulating inspections of buildings or similar structures to ensure compliance with the state minimum standard codes have smaller workforces and cannot meet the demand for inspections in this State… ICC is a leading organization dedicated to developing a single set of comprehensive, coordinated national model construction codes. Solid sawn lumber header and girder spans for the exterior bearing walls reduce span lengths to allow #2 Southern Pine design values. New alternative fastener schedule for construction of mechanically laminated decking is added giving equivalent power-driven fasteners for the 20-penny nail. Five-foot tall wood trusses requiring permanent bracing must have a periodic special inspection to verify that the required bracing has been installed. Site soil coefficients now correspond to the newest generation of ground motion attenuation equations (seismic values). Terminology describing wind speeds has changed again with ultimate design wind speeds now called basic design wind speeds. Wind speed maps updated, including maps for the state of Hawaii. The minimum lateral load that fire walls are required to resist is five pounds per square foot. Live loads on decks and balconies increase the deck live load to one and one-half times the live load of the area served. The occupant load factor for business uses has been revised to one occupant per 150 square feet. Where an elevator hoistway door opens into a fire-resistance-rated corridor, the opening must be protected in a manner to address smoke intrusion into the hoistway. Use of fire walls to create separate buildings is now limited to only the determination of permissible types of construction based on allowable building area and height. The international building code online’s code sections have been introduced addressing medical gas systems and higher education laboratories.
#2018 IRC CODE BOOK PDF HOW TO#
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