HOLD - 122 N Bewley St - Plan - Laserfiche WebLink

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Component Solutions™ NOTICE A copy of this design shall be furnished to the erection contractor. The design of this individual truss is based on design criteria and requirements supplied by the Truss Manufacturer and relies upon the accuracy and completeness of the information set forth by the Building Designer. A seal on this drawin g indicates acceptance of professional engineering responsibility solely for the truss component design shown. See the cover page and the ”Important Information & General Notes” page for additional information. All connector plates shall be manufactured by Simpson Strong-Tie Company, Inc in accordance with ESR-2762 . All connector plates are 20 gauge, unless the specified plate size is followed by a “-18” which indicates an 18 gaug e plate, or "S# 18", which indicates a high tension 18 gauge plate. Simpson Strong-Tie CompanyThis detail is to be used only for the application and conditions indicated herein, and its suitability for any particular truss/project shall be verified (by others). This detail is not intended to supersede any projectspecific details provided in the Construction Documents. Truss configurations shown are for illustration only. Refer to the truss design drawing(s) accompanyingthis detail for specific truss design information. Simpson StrongTie Inc. is not responsible for any deviations from this design. Date:Rev:Pg. 1 of 1 LATERAL RESTRAINT & DIAGONAL BRACING DETAILS FOR WEB MEMBERS 05/24/2021 A WEB MEMBERS WITH LATERAL RESTRAINT 2 rows of CLR @ 1/3-points 1 row of CLR @ mid-points Note: Not all truss members shown for clarity. Overlap ends of CLRs at least one truss spacing or use splice detail (see Detail 1) Section A-A Detail 1 - CLR Splice Min. 2'-long 2x_ scab block centered over the CLR splice and web. Attach to CLR with min. 8-10d nails on each side of splice. Web CLR splice CLR Detail 3 - Diagonal Bracing for 2 Rows of CLRs For webs with 2 rows of CLRs, diagonal bracing shall be installed using Option 3A or 3B. Attach diagonal braces to each truss with min. 2-10d nails. Option 3A Option 3B < 450 < 450 Detail 2 - Diagonal Bracing for 1 Row of CLRs For webs with one row of CLRs, diagonal bracing shall be installed using Option 2A or 2B. Attach diagonal braces to each truss with min. 2-10d nails. Option 2A Option 2B <450 <450 D-WEBCLRBRACE This detail provides information for laterally restraining and bracing web members to prevent lateral buckling using continuous lateral restraints (CLRs) in combination with diagonal bracing. In addition to the CLRs indicated on the truss design drawing, diagonal bracing must be installed as indicated in this detail and BSCI-B3. See WEBREINFORCE for web reinforcement options that may be used as an alternative to this detail when installing CLRs and diagonal bracing is not practical or desired. Properly attached full-length sheathing satisfies (may replace) any bracing requirements specified for end vertical webs. Refer to the Construction Documents for additional Min. 2x4x12' CLRs installed on web members where indicated on the truss design drawing. Attach CLRs to each web with min. 2-10d nails < 20' between diagonal braces Install 2x4 diagonal bracing at each end and at every 20' along the length of the CLRs. See Diagonal Bracing Details 2 & 3. DETAIL LIMITATIONS: 1. Restraint and Bracing Material min. 2x4 stress graded lumber. 2. This detail does not address permanent building stability bracing to resist lateral forces acting on the building. 3. This detail shall not supersede any project-specific truss member permanent bracing design for the roof framing structural system. Nail Dimensions: 10d = 3" x 0.128" 4. This detail is not applicable for trusses with spacing greater than 2' o.c. bracing requirements. For trusses with spacing greater than 2' o.c., refer to BCSI-B10. HOLD - 122 N Bewley St9/24/2024