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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)1622 @ 2"7656 (3.50")Passed (21%)--1.0 D + 1.0 Lr (All Spans) <br />Shear (lbs)1392 @ 1' 3/4"4856 Passed (29%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Moment (Ft-lbs)5813 @ 7' 6"6239 Passed (93%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Live Load Defl. (in)0.345 @ 7' 6"0.733 Passed (L/510)--1.0 D + 1.0 Lr (All Spans) <br />Total Load Defl. (in)0.574 @ 7' 6"0.978 Passed (L/307)--1.0 D + 1.0 Lr (All Spans) <br />Member Length : 15' <br />System : Roof <br />Member Type : Drop Beam <br />Building Use : Residential <br />Building Code : IBC 2021 <br />Design Methodology : ASD <br />Member Pitch : 0/12 <br />•Deflection criteria: LL (L/240) and TL (L/180). <br />•Allowed moment does not reflect the adjustment for the beam stability factor. <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 - Column Cap - steel 3.50"3.50"1.50"647 975 1622 Blocking <br />2 - Column Cap - steel 3.50"3.50"1.50"647 975 1622 Blocking <br />•Maximum allowable bracing intervals based on applied load. <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)15' o/c <br />Bottom Edge (Lu)15' o/c <br />• Side loads are assumed to not induce cross-grain tension. <br />Dead Roof Live <br />Vertical Loads Location (Side)Tributary <br />Width <br />(0.90)(1.25)Comments <br />0 - Self Weight (PLF)0 to 15'N/A 8.2 -- <br />1 - Uniform (PSF)0 to 15' (Front)6' 6"12.0 20.0 Roof Loads <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 />Level, Ridge Beam Design (Addition) <br />1 piece(s) 4 x 10 DF No.1 <br />ForteWEB Software Operator Job Notes 9/25/2024 6:32:24 AM UTC <br />Carlos A Zevallos <br />Zevallos Design <br />(562) 659-2066 <br />zevallos.design@aol.com <br />ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3 <br />File Name: Garnsey St - 01.24 <br />Page 5 / 8 <br />HOLD - 2037 S Garnsey <br />St & #24/10/2025