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Component Solutions™ <br />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 <br />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 <br />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 <br />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. <br />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 <br />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. <br />Date:Rev:Pg. 1 of 1 <br />INDIVIDUAL WEB REINFORCEMENT DETAIL D-WEBREINFORCE <br />06/11/2014 A <br />NOTES: <br />1. This detail provides web reinforcement options that may be used as an <br /> alternative to continuous lateral restraint (CLR) when installing CLRs in <br /> combination with diagonal bracing is not practical or desired. <br />2. Refer to the truss design drawing for web lateral restraint requirements. A <br /> on the truss design drawing indicates that continuous lateral restraint is <br /> required at the locations shown (either at the midpoint or 1/3-points of the web <br /> member). Refer to the tables below for acceptable web reinforcement options <br /> that may be used in place of one or two rows of CLR. <br />3. This detail may not be used to substitute CLRs for T-, L-, I- or scab <br /> reinforcements that are specified on the truss design drawing. <br />4. T-, L-, I- and scab web reinforcements must be the same or better species and <br /> grade of the web member as indicated on the truss design drawing. <br />5. All reinforcements must extend to within 6'' of each end of the web member. <br />6. This detail does not apply to single-ply webs that exceed 14' in length. <br /> T- Reinforcement <br />(I-Reinforcement similar) <br />Add member to <br />both edges for <br />I-Reinforcement <br />Web <br />Member <br />(Typ.) <br />L- Reinforcement <br />Scab Reinforcement <br />1 Row of CLR @ <br />Web Mid-point <br />2 Rows of CLRs <br />@ Web 1/3 points <br />Nail Dimension <br />16d = 3.5" x 0.131" <br />10d = 3" x 0.120" <br />2x4 <br />T-L-Scab I- <br />Reinforcement-to-Web <br />Connection <br />Requirements <br />Web <br />Member <br />Size <br />WEB REINFORCEMENT OPTIONS FOR SINGLE-PLY TRUSSES 1 <br />Specified <br />Web Member <br />Lateral <br />Restraint <br />(CLRs) <br />Acceptable Web Reinforcement <br />Substitutions - Type & Size <br />1 Row @ <br />Mid-point <br />2 Row @ <br />1/3-points <br />2x4 2x4 2x4 2x4 --- <br />2x6 2x6 2x6 2x6 --- <br />2x8 2x8 2x8 2x8 ---16d gun nails <br />@ 6" on-center <br />2x6 <br />2x8 <br />No substitutions allowed <br />2-2x4 <br />2-2x6 <br />2-2x8 <br />2x4 <br />T-L-Scab I- <br />Reinforcement-to-Web <br />Connection <br />Requirements <br />Web <br />Member <br />Size <br />WEB REINFORCEMENT OPTIONS FOR 2-PLY TRUSSES 2 <br />Specified <br />Web Member <br />Lateral <br />Restraint <br />(CLRs) <br />Acceptable Web Reinforcement <br />Substitutions - Type & Size <br />1 Row @ <br />Mid-point <br />2 Row @ <br />1/3-points <br />2x4 2x4 2x4 --- <br />2x6 2x6 2x6 --- <br />2x8 2x8 2x8 ---16d gun nails <br />@ 6" on-center <br />2x6 <br />2x8 <br />No substitutions allowed <br />2-2x4 <br />2-2x6 <br />2-2x8 <br />--- <br />--- <br />--- <br />1. The maximum allowable web length for single-ply trusses is 14'. <br />2. For 2-ply trusses, the reinforcement must be nailed to both plies of the web with <br />the nailing pattern specified in the table. <br />3. For the scab reinforcement, 2 rows of 10d gun nails @ 6" o.c may be used in place <br />of 16d gun nails for attaching the reinforcement to the web. <br />4. For I-reinforcement, attach each 2x_member to opposite edges of the web using <br />the nailing pattern specified in the table. <br />HOLD - 122 N <br />Bewley St9/24/2024