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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)417 @ 1' 7 3/4"3669 (3.50")Passed (11%)--1.0 D + 1.0 Lr (All Spans) <br />Shear (lbs)318 @ 2' 4"1631 Passed (19%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Moment (Ft-lbs)1374 @ 9' 9 13/16"1700 Passed (81%)1.25 1.0 D + 1.0 Lr (Alt Spans) <br />Live Load Defl. (in)0.674 @ 9' 9 5/16"0.907 Passed (L/323)--1.0 D + 1.0 Lr (Alt Spans) <br />Total Load Defl. (in)1.065 @ 9' 9 3/8"1.210 Passed (L/204)--1.0 D + 1.0 Lr (Alt Spans) <br />Member Length : 20' 6 1/4" <br />System : Roof <br />Member Type : Joist <br />Building Use : Residential <br />Building Code : IBC 2024 <br />Design Methodology : ASD <br />Member Pitch : 6/12 <br />•Deflection criteria: LL (L/240) and TL (L/180). <br />•Overhang deflection criteria: LL (2L/240) and TL (2L/180). <br />•Upward deflection on left cantilever exceeds overhang deflection criteria. <br />•Birdsmouth cut has not been analyzed. <br />•Allowed moment does not reflect the adjustment for the beam stability factor. <br />•A 15% increase in the moment capacity has been added to account for repetitive member usage. <br />•Applicable calculations are based on NDS. <br />• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. <br />Bearing Length Loads to Supports (lbs) <br />Supports Total Available Required Dead Roof Live Factored Accessories <br />1 - Birdsmouth - DF 3.50"3.50"1.50"154 263 417 Blocking <br />2 - Beveled Plate - DF 3.50"3.50"1.50"129 221 350 Blocking <br />•Maximum allowable bracing intervals based on applied load. <br />•Dimensions for lateral bracing intervals are measured along the length of the member for sloped conditions. <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)6' 2" o/c <br />Bottom Edge (Lu)20' 3" o/c <br />Dead Roof Live <br />Vertical Load Location (Side)Spacing (0.90)(1.25)Comments <br />1 - Uniform (PSF)0 to 18' 1"16"10.5 20.0 <br />Patio Roof <br />(Exposed Rafters <br />Only; NO <br />Insulation & NO <br />Drywall) <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 certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-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 www.weyerhaeuser.com/woodproducts/ <br />document-library. <br />The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator <br />Weyerhaeuser Notes <br />Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). <br />MEMBER REPORT PASSED <br />PATIO ROOF, RR1 (REV 1) <br />1 piece(s) 2 x 8 DF No.2 @ 16" OC <br />ForteWEB Software Operator Job Notes 7/31/2025 9:33:07 PM UTC <br />Michael Castro <br />EC+ASSOCIATES ENGINEERING <br />(562) 977-7242 <br />miichaelcm@gmail.com <br />ForteWEB v3.9, Engine: V8.4.3.94, Data: V8.1.7.3 <br />File Name: 24-351 2071 S EVERGREEN ST_Imported <br />Page 3 / 5