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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)2218 @ 11' 1 3/4"7656 (3.50")Passed (29%)--1.0 D + 1.0 Lr (All Spans) <br />Shear (lbs)1462 @ 10' 2 3/4"4856 Passed (30%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Moment (Ft-lbs)4589 @ 5' 7"5615 Passed (82%)1.25 1.0 D + 1.0 Lr (Alt Spans) <br />Live Load Defl. (in)0.162 @ 5' 7 11/16"0.366 Passed (L/812)--1.0 D + 1.0 Lr (Alt Spans) <br />Total Load Defl. (in)0.268 @ 5' 7 9/16"0.549 Passed (L/491)--1.0 D + 1.0 Lr (Alt Spans) <br />System : Roof <br />Member Type : Flush 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 />•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 Wind Factored Accessories <br />1 - Column - DF 3.50"3.50"1.50"695 1051 16/-865 1746/-102 Blocking <br />2 - Column - DF 3.50"3.50"1.50"888 1330 -1085 2218/-118 Blocking <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)Continuous <br />Bottom Edge (Lu)End Bearing Points <br />Dead Roof Live Wind <br />Vertical Loads Location (Side)Tributary Width (0.90)(non-snow: 1.25)(1.60)Comments <br />0 - Self Weight (PLF)0 to 12' 7 3/4"N/A 8.2 ---- <br />1 - Uniform (PLF)0 to 12' 7" (Front)N/A 58.5 93.8 -76.5 Linked from: RR-1, <br />Support 2 <br />2 - Uniform (PLF)0 to 12' 7" (Front)N/A 58.5 93.8 -76.5 Linked from: RR-1, <br />Support 2 <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 <br />www.weyerhaeuser.com/woodproducts/document-library. <br />The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator <br />Weyerhaeuser Notes <br />All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. <br />MEMBER REPORT PASSED <br />ROOF, RB-2 <br />1 piece(s) 4 x 10 DF No.2 <br />ForteWEB Software Operator Job Notes 12/19/2023 12:30:03 PM UTC <br />negar kordbache <br />sazan <br />(443) 942-2153 <br />negarkordbache@gmail.com <br />ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 <br />File Name: 1011 W 2nd St Santa Ana, Ca 92703 <br />Page 4 / 23Page 62 of 108 <br />1011 W Second St <br />5/1/2025