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iw! P w n 1 C YY co <br />MEMBER REPORT <br />MAIN, M13#9 <br />2 piece(s) 2 x 6 HF No.2 <br />7 <br />Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. <br />Design Results <br />Actual C Location <br />Allowed <br />Resutt <br />r 111f <br />Load: Combination (pattern) <br />Member Reaction (Ibs) <br />396 @ 0 <br />1823 (1.50") <br />1 Passed (22%) <br />1.0 D + 1.0 S (All Spans) <br />Shear (Ibs) <br />322 @ 7" <br />1898 <br />Passed (17%) <br />1.15 <br />1.0 D + 1.0 S (All Spans) <br />Moment (Ft-lbs) <br />618 @ 3' 1 1/2" <br />1536 <br />Passed (40%) <br />1.15 <br />1.0 D + 1.0 S (All Spans) <br />Live Load Defl. (in) <br />mm 0.048 @ 3' 1 i/2" <br />0.208 <br />Passed (L/999+) <br />- <br />1.0 D + 1.0 S (All Spans) <br />Total Load Defl. (in) <br />0.080 @ 3' 1 1/2 <br />0.313 <br />Passed (L/933) <br />1.0 D + 1.0 S (All Spans) <br />vcioc�uvn �nicno. 11 tU­v} dnu i L lUt ru}. <br />• A 4.1% decrease in the moment capacity has been added to account for lateral stability. <br />• Applicable calculations are based on NDS. <br />Supports <br />Bearing Length <br />Loads to Supports (IDS) <br />Accessories <br />Total <br />Available <br />i Required <br />Dead <br />Roof Live Snow <br />Factored <br />1_-Trimmer - HF <br />1.5W <br />1.50" <br />1.50" <br />161 <br />188 <br />1 234 <br />396 <br />None <br />- Trimmer - HF <br />1.50" <br />1.5v- <br />1.50" <br />161� <br />188 <br />234 <br />396 <br />None <br />Lateral Bracing Bracinglntervals comments <br />Top Edge (Lu) End Bearing Points <br />Bottom Edge (Lu) End Bearing Points <br />OLa d <br />Roof Live Snow <br />Vertical Loads <br />Location <br />Tributary <br />(6.90) <br />(1.25) � (1.15) <br />Comments <br />E <br />Width <br />0 - Self Weight (PLF) <br />0 to 63" <br />N/A <br />4.2 <br />1 - Uniform (PSF) <br />0 to 6' 3" <br />3' <br />? 15.8 <br />20.0 25.0 <br />Root <br />+ <br />0 <br />Member Length : 6' 3" <br />System : Wall <br />Member Type: Header <br />Building Use: Residential <br />Building Code: 18C 2018 <br />Design Methodology: ASO <br />Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties <br />related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is <br />responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at <br />Weyerhaeuser facilities are third -party rertifed to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by TCC-ES under evaluation reports FSR-1153 and ESR-1387 <br />and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to <br />www.weyerhaeuser,cDm/woodproduuts,ldocument-library. <br />The product application, input design loads, dimensions and support information have been provided by ForteWEB Software operator <br />Fp eWEB Software operator lob Notes 2/15/2024 7:49:39 PM UTC <br />Chris Latonde <br />Structural Design Associates ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 <br />(425)339-0293 <br />lldalondea,sdaeverett.com F>c.,ur.lrxe aer File Name: 9902 <br />