Cs-wsp nailing
WebSee Method CS-WSP: CS-PF: Continuous portal frame: See Section R602.10.4.1.1: See Section R602.10.4.1.1: For SI: 1 inch = 25.4 mm, 1 pound per square foot = 47.89 Pa. Applies to one wall of a garage only. Roof covering dead loads shall be 3 psf or less. R602.10.4.1.1 Continuous Portal Frame. WebThis requirement alone determines the bracing method of the home to be continuously sheathed wood structural panel (CS-WSP). Cripple Wall Bracing. ... For example, not nailing the sheathing to the mud sill as …
Cs-wsp nailing
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WebThe IRC’s CS-WSP bracing provisions are not based on tests of the specific CS-WSP bracing configurations described in AC269.1. In the absence of a test basis for the … Webpanel used in a continuously sheathed (CS-WSP or CS-PF) method. The 800 pound hold down load must be properly transferred to the foundation. ... 48”. 30-16d box nails shall be applied directly (face nailing) each side of a double top plate splice in the braced wall line. The nails may be placed in a single or
WebThe CS is a continuous utility strap designed to resist tension and uplift loads. This coiled strap can be cut to length on the job site and used in a single 2x stud or post application. ... Refer to the applicable code for … WebFrom 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.
WebWSP Wood structural panel 3/8” for maximum 16”o.c. stud spacing; 7/16” for maximum 24” o.c. stud spacing 10’ 48” 6d common nail or 8d box nail (2 3/8” long x 0.113” diameter); … Web22 rows · CS-WSP Continuously sheathed wood structural panel: 3 / 8 " Exterior …
WebSPS 321.25 Note Note: See ch. SPS 325 Appendix A for acceptable nailing schedule. ... d Bracing with CS-WSP and CS-SFB shall have sheathing installed on all sheathable surfaces above, below, and between wall openings. d Shall be attached to the top and bottom plates and any intermediate studs, ...
WebCS-WSP Continuously sheathed wood structural panel: 3 / 8 ″ Exterior sheathing per Table R602.3(3) 6″ edges 12″ field: Interior sheathing per Table R602.3(1) or R602.3(2) Varies by fastener: CS-G b, c Continuously sheathed wood structural panel adjacent to garage openings: 3 / 8 ″ See Method CS-WSP: See Method CS-WSP: CS-PF Continuously ... clip art tuckshophttp://dev.norbord.com/na/wp-content/uploads/2024/02/APA-PR-N133-Norbord-TallWall-Windstorm-QuakeZone.pdf bob moses 217 tourWeb1 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 bob moses activistWebFeb 27, 2024 · Note: See ch. SPS 325 Appendix A for acceptable nailing schedule. Note: See s. SPS 321.10 for requirements on treating wood for decay and termite resistance. … bob moses and ben bohmerWebwsp, PBS, PCP. BV-wsp Double sided Actual Single sided 0.5 x Actual Auual SDC B C, design Wind speed < 40 mph AB W D, wind < 140 cs.G Opening 64 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 16 24 30 20 20 feet c Note … clip art tuesday funnyWebattachedraming to f with 8d common nails at 6” o.c. at the edges and 12” o.c. field nailing. ii. Continuous CS-WSP – Continuous Sheathed Wood Structural Panels requires the entire storyheathed with be s WSPs, full height walls as well as above and below openings. Thicknessnd a attachment same as WSP. iii. clipart tuesday at workWebICC Digital Codes is the largest provider of model codes, custom codes and standards used worldwide to construct safe, sustainable, affordable and resilient structures. clip art tsunami