Cs-wsp wall bracing
WebdBracing methods CS-WSP and CS-SFB shall have sheathing installed on all sheathable surfaces above, below, and between wall openings. eShall be attached to the top and bottom plates and any intermediate studs, in one continuous length. STEP 3: DETERMINE NUMBER OF PANELS OR REQUIRED TOTAL LENGTH OF BRACING REQUIRED … WebMixing of 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 …
Cs-wsp wall bracing
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Web1 of this report. When using Method CS-WSP, Table 1 provides the minimum permissible lengths and contributing lengths based both on the wall height and the adjacent clear opening height. If an 8- or 9-foot tall wall line is present, Method CS-WSP braced wall segments less than the Table 1 minimum length may be used but with a corresponding WebMar 31, 2024 · Continuously sheathed wood structural panels (CS-WSP): To simplify things, this is just the exterior sheathing on the home, often floor-to-ceiling plywood or OSB …
WebIncluding gypsum on the opposite side of the WSP is optional; however, omitting it will increase the required length of bracing by 50% in seismic applications and 40% in wind applications. Panel heights up to 12′. … Web1-1/2 inches for the passage of wiring and utilities shall be permitted. When using narrow wall bracing methods CS-G and CS-PF, the minimum permissible lengths and contributing lengths for computing available bracing shall be as shown in Table 1 of this report. When using Method CS-WSP, Table 1 provides the minimum permissible lengths
WebNorbord TallWall/Windstorm/QuakeZone OSB panels, when used as wall bracing Method CS-WSP in accordance with the 2024, 2015, and 2012 IRC Sections R602.10 through 12, shall be permitted for use in anchoring the heels of energy-heel trusses. The uplift requirements of the 2024, 2015, and 2012 IRC Sections R602.3.5 and R802.11, as well as WebIndicate applicable Wall Bracing Method for each level (see Table 321.25-G), each labeled rectangle if more than one [see 321.25(8)(c)], and amount of bracing (# of braced panels or length of braced wall required) per the ... WSP, CS-SFB) and total length required per Table 321.25-J Min. panel width (Table 321.25-H) = _____ PF Method (see ...
WebPart two of a three-part series, this session begins with braced wall panel options and then goes through the steps to determine the required length of braci...
http://dev.norbord.com/na/wp-content/uploads/2024/02/APA-PR-N133-Norbord-TallWall-Windstorm-QuakeZone.pdf grand tour mostraWeb2. From TABLE 1, with two stories above the braced wall line, a 20-foot spacing, and bracing Method CS-WSP, the minimum required length of bracing is . 9.5 feet. 3. From TABLE 2, the adjustment factors are: 1.10 . for the first of a three-story house with a roof eave-to-ridge height of 15 feet. 0.95 . for a wall height of 9 feet. 1.45 chinese sandals slippers rihannachinese sandals worshipWebFrom TABLE 1, with two stories above the braced wall line, a 20-foot spacing, and bracing Method CS-WSP, the minimum required length of bracing is 9.5 feet . From TABLE 2, the adjustment factors are: 1.10 for the first of a three-story house with a roof eave-to-ridge height of 15 feet. 0.95 for a wall height of 9 feet. chinese sandals for womenWeb(Florida’s residential building code for HVHZ directs one to use Chapter 16, Section 1626.4, of the Florida Building Code. This requirement alone determines the bracing method of the home to be continuously … chinese sandals slippersWebCS-WSP, CS-SFB Adjacent clear opening height (inches) ≤ 64 24 27 30 33 36 Actualb 68 26 27 30 33 36 72 27 27 30 33 36 76 30 29 30 33 36 ... increased to 12 feet with pony wall. e. Maximum opening height for CS-PF is 10 feet in accordance with Figure R602.10.6.4, but wall height may be grand tour nascarWebboundary conditions and wall configurations and require the proprietary product to meet or exceed a series of performance targets to gain recognition as a CS-WSP bracing … grand tour necklace