WebOct 2, 2012 · The rated capacity of approved tie-down devices is permitted to include up to a 60-percent increase for wind effects where allowed by material specifications. michaelj, Essentially, either the jurisdiction has adopted a standard to require the use of approved. type of ' hurricane ties ', or a DP will have to specify them. Web2024 INTERNATIONAL RESIDENTIAL CODE (IRC) ICC DIGITAL CODES ICC Digital Codes is the largest provider of model codes, custom codes and standards used worldwide to …
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WebAll applications where the PFH — Portal Frame with Hold-downs — method can be used. For projects up to two stories high in SDC A-C. o Garage Portal Application ... General Reminders Regarding Wall Bracing Code Requirements. Note that the IRC requires minimum locations of wall bracing panels within a braced wall line — see Figure R602.10.2 ... WebR507.2.4- Lateral Load Connections-Where the lateral load connection is provided in accordance with Figure R507.2.3(1), hold-down tension devices shall be installed in not less than two locations per deck, within 24 inches of each end of the deck. Each device shall have an allowable stress design capacity of not less than 1,500 pounds (6672 N). can cracking neck be harmful
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WebFoundations in flood-prone areas (see IRC Table R301.2.4 and the local jurisdiction) shall be designed per IRC R322. The elevation shall be determined per FEMA maps and/or surveyed ... requirements. Note: Hold-down straps and embedded bolts for hold-downs may not be wet set. Requirements WebWith posts outside the joists, the simplest approach is to use two posts at each corner, held back far enough to line up with the second joist, about 12 to 16 inches from the corner. The top rails extend beyond the posts to meet at the corner (see detail, below left). Posts on the outside (close to corner). WebHoldown and Tension Tie General Notes: Allowable loads have been increased for earthquake or wind load durations with no further increase allowed. Reduce where other loads govern. To obtain LRF D values for cast-in-place holdowns (STHD and PA), multiply ASD seismic load values by 1.43 and wind load values by 1.67. fish mating habits