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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)3771 @ 13' 3 1/2"5156 (1.50")Passed (73%)--1.0 D + 1.0 Lr (All Spans) <br />Shear (lbs)3375 @ 12' 4"8960 Passed (38%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Moment (Ft-lbs)11875 @ 7' 10 7/16"17048 Passed (70%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Live Load Defl. (in)0.117 @ 7' 5/16"0.433 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) <br />Total Load Defl. (in)0.323 @ 6' 11 9/16"0.650 Passed (L/483)--1.0 D + 1.0 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 />•Lumber grading provisions must be extended over the length of the member per NDS 4.2.5.5. <br />•Applicable calculations are based on NDS. <br />• At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger <br />• ¹ See Connector grid below for additional information and/or requirements. <br />Bearing Length Loads to Supports (lbs) <br />Supports Total Available Required Dead Floor Live Roof Live Factored Accessories <br />1 - Hanger on 11 1/2" DF beam 3.50"Hanger¹1.50"2143 395 1107 3269 See note ¹ <br />2 - Hanger on 11 1/2" DF beam 3.50"Hanger¹1.50"2460 441 1427 3887 See note ¹ <br />•Maximum allowable bracing intervals based on applied load. <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)13' o/c <br />Bottom Edge (Lu)13' o/c <br />Connector: Simpson Strong-Tie <br />Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories <br />1 - Face Mount Hanger HU610 2.50"N/A 18-16d 8-16d <br />2 - Face Mount Hanger HU612 2.50"N/A 22-16d 8-16d <br />•Refer to manufacturer notes and instructions for proper installation and use of all connectors. <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)3 1/2" to 13' 3 1/2"N/A 16.0 ---- <br />1 - Uniform (PSF)0 to 13' 7" (Front)1' 4"15.0 40.0 -Floor <br />2 - Uniform (PSF)0 to 13' 7" (Front)10'15.0 --Ext. Wall <br />3 - Uniform (PSF)0 to 13' 7" (Front)6' 6"15.0 -20.0 Roof <br />4 - Point (lb)9' 6" (Front)N/A 761 111 768 Linked from: BM-3, <br />Support 2 <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-11 <br />1 piece(s) 6 x 12 DF No.1 <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 18 / 24 <br />Page 25 of 48 <br />1005 S Virlee St <br />Unit# 28/26/2024