Cs-wsp nailing
Web22 rows · CS-WSP Continuously sheathed wood structural panel: 3 / 8 " Exterior … Webper irc r602, method cs -wsp. nailing 6" oc at perimeter and 12" in the field. holddowns where shown. use simpson mst27 at first floor units a & c and second floor of all units; simpson hdu2 holddowns first floor to conc. slab on grade. min. 1800# uplift shaded walls are gwb sheathed shear walls method gb -2s4ft nailing 7" oc edges & field no ...
Cs-wsp nailing
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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 WebFeb 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. …
WebMar 16, 2011 · For bracing Method CS-WSP, a corner, as shown in Figures R602.10.4.4(1) and R602.4.4(2), or some other method of anchoring the wall is required at each end of … Webwsp, 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 …
Webate panel edge-nailing schedule in accordance with IRC Section R602.10.10. 4) Each end of abraced wall linewith continuous sheathing shall have 24-inch return corner, ... CS … WebCS-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 the wind bracing attachment requirements of the 2024, 2015, and 2012 IRC Section
WebWSP is one of the world's leading engineering professional services firms, with 37,000 talented people, based in more than 500 offices, across 40 countries. We are technical …
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 … del mar christmas lights 2021del mar chatham bistroWebpanel 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 del mar christmas lights 2020WebICC Digital Codes is the largest provider of model codes, custom codes and standards used worldwide to construct safe, sustainable, affordable and resilient structures. del mar city hall addressWebThis five-part webinar series covers the 2024 IRC wall bracing provisions. The series begins with a one-hour introductory session covering load path, lateral forces and limitations to wall bracing. Additional sessions address … del mar coffee table by flexsteel contractWebThe 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 … festplatte an fritzbox 6660Webattachedraming 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. del mar coffee table