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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)4078 @ 10' 5"11484 (3.50")Passed (36%)--1.0 D + 0.75 L + 0.75 Lr (All Spans) <br />Shear (lbs)3247 @ 9' 4 1/4"11419 Passed (28%)1.00 1.0 D + 1.0 L (All Spans) <br />Moment (Ft-lbs)13279 @ 5' 6"26955 Passed (49%)1.00 1.0 D + 1.0 L (All Spans) <br />Live Load Defl. (in)0.097 @ 5' 6"0.342 Passed (L/999+)--1.0 D + 0.75 L + 0.75 Lr (All Spans) <br />Total Load Defl. (in)0.215 @ 5' 6"0.512 Passed (L/572)--1.0 D + 0.75 L + 0.75 Lr (All Spans) <br />System : Floor <br />Member Type : Flush Beam <br />Building Use : Residential <br />Building Code : IBC 2018 <br />Design Methodology : ASD <br />•Deflection criteria: LL (L/360) and TL (L/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 Floor Live Roof Live Factored Accessories <br />1 - Stud wall - DF 3.50"3.50"1.50"1990 1565 916 3851 Blocking <br />2 - Stud wall - DF 3.50"3.50"1.50"2128 1581 1019 4078 Blocking <br />•Maximum allowable bracing intervals based on applied load. <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)10' 7" o/c <br />Bottom Edge (Lu)10' 7" o/c <br />Dead Floor Live Roof Live <br />Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(non-snow: 1.25)Comments <br />0 - Self Weight (PLF)0 to 10' 7"N/A 18.5 ---- <br />1 - Uniform (PSF)0 to 10' 7" (Front)6' 6"15.0 40.0 -Floor <br />2 - Point (lb)5' 6" (Front)N/A 329 -331 Linked from: BM-2, <br />Support 1 <br />3 - Point (lb)5' 6" (Front)N/A 2143 395 1107 Linked from: BM- <br />11, Support 1 <br />4 - Point (lb)5' 9" (Front)N/A 418 -497 Linked from: BM-5, <br />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 <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 />Low Roof & Floor, BM-12 <br />1 piece(s) 5 1/4" x 11 1/4" 2.2E Parallam® PSL <br />ForteWEB Software Operator Job Notes 10/8/2023 6:53:29 PM UTC <br />Rong Lei <br />RL Engineering <br />(415) 887-8691 <br />leirongyao@gmail.com <br />ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 <br />File Name: 23-1017 1005 S Virlee St, Santa Ana <br />Page 20 / 24 <br />Page 26 of 48 <br />1005 S Virlee St <br />Unit# 28/26/2024