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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)9612 @ 12' 2 3/4"14219 (6.50")Passed (68%)--1.0 D + 1.0 Lr (All Spans) <br />Shear (lbs)4953 @ 13' 5 7/8"10044 Passed (49%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Moment (Ft-lbs)-14604 @ 12' 2 3/4"24878 Passed (59%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Live Load Defl. (in)0.148 @ 15' 3"0.201 Passed (2L/488)--1.0 D + 1.0 Lr (Alt Spans) <br />Total Load Defl. (in)0.264 @ 15' 3"0.302 Passed (2L/274)--1.0 D + 1.0 Lr (Alt Spans) <br />Member Length : 15' 3" <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/360) and TL (L/240). <br />•Overhang deflection criteria: LL (2L/360) and TL (2L/240). <br />•Allowed moment does not reflect the adjustment for the beam stability factor. <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 - SPF 3.50"3.50"1.50"881 1132 2014 Blocking <br />2 - Column - DF 6.50"6.50"4.39"4951 4661 9612 Blocking <br />•Maximum allowable bracing intervals based on applied load. <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)15' 3" o/c <br />Bottom Edge (Lu)15' 3" 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' 3"N/A 13.0 -- <br />1 - Uniform (PSF)0 to 15' 3" (Front)11' 6"20.0 20.0 Roof <br />2 - Point (lb)15' 3" (Front)N/A 818 787 <br />Linked from: 1 : <br />Hip bm over <br />Bed#2, Support 1 <br />3 - Point (lb)15' 3" (Front)N/A 1309 1206 <br />Linked from: 1A : <br />Hip bm over <br />Bed#2, Support 1 <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 />ROOF, 2 : Ridge bm over Living room <br />1 piece(s) 3 1/2" x 11 7/8" 2.2E Parallam® PSL <br />ForteWEB Software Operator Job Notes 12/31/2025 11:58:56 AM UTC <br />Tung Vo <br />(714) 928-2006 <br /> <br />ForteWEB v4.0, Engine: V8.4.4.42, Data: V25.26.55.57 <br />File Name: 24162 <br />Page 6 / 13Page 10