WebAug 11, 2024 · I am using the CS-WSP method set forth in chapter 6 of 2024 IRC. Am I to understand that you do not need a hold-down device (ala Simpson Strong Tie) as long as ... wall location relative to corners, etc. RE: IRC Braced Wall Design - holddowns? phamENG (Structural) 11 Aug 21 15:57. The 800 lb hold-down device in that table is only … Webthose full-height braced wall panels complying with the length requirements of IRC Table R602.10.4.2 shall be permitted to contribute towards the mini-mum required length of bracing. Continuous Sheathing Methods include: † CS-WSP: Continuous wood structural panel sheathing † CS-G: Continuous wood structural panel adjacent to garage door ...
442 - Continuously Sheathed Wall Bracing
Web(the CS-WSP method) that allows a braced length of 24 inches or an aspect ratio of 4:1 for an 8-foot wall. But there are some limitations to this 24-inch element such as being next to a garage door in Seismic Design Categories (SDCs) A-C. The CS-WSP method also permits a braced wall length of 24 inches in an 8-foot wall next to an WebAug 7, 2024 · In the building code, this is bracing method “CS-WSP,” and it provides the greatest bracing capacity for either wind or seismic loads. … circrna isoform
Simplified Wall Bracing - APA – The Engineered Wood …
WebThe minimum length of CS-PF braced wall panels is 16 inches with 8 foot wall height, 20 inches with 10 foot wall height. For heights greater than 10 feet, see Table R602.10.5 (next ... cs.wsp, cs-SFB METHOD (See Supporling one story and roof DC A, B C cS-PF SDC D, 25.4 I I hour 0.447 Not 24 header height Actual Actual* 1.5 x Ac 1.5 x Actual' 10 ... WebMixing continuous sheathing methods CS-WSP, CS-G and CS-PF along a braced wall line shall be permitted. Intermittent methods ABW, PFH and PFG shall be permitted to be … WebAug 11, 2024 · I am using the CS-WSP method set forth in chapter 6 of 2024 IRC. Am I to understand that you do not need a hold-down device (ala Simpson Strong Tie) as long … diamond cast bath