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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)1237 @ 3 1/2"3281 (1.50")Passed (38%)--1.0 D + 1.0 Lr (All Spans) <br />Shear (lbs)1056 @ 1' 3/4"4856 Passed (22%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Moment (Ft-lbs)3248 @ 5' 6 1/2"6239 Passed (52%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Live Load Defl. (in)0.091 @ 5' 6 1/2"0.262 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) <br />Total Load Defl. (in)0.164 @ 5' 6 1/2"0.525 Passed (L/767)--1.0 D + 1.0 Lr (All Spans) <br />System : Floor <br />Member Type : Flush Beam <br />Building Use : Residential <br />Building Code : IBC 2021 <br />Design Methodology : ASD <br />•Deflection criteria: LL (L/480) and TL (L/240). <br />•Allowed moment does not reflect the adjustment for the beam stability factor. <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 Roof Live Factored Accessories <br />1 - Hanger on 9 1/4" PSL beam 3.50"Hanger¹1.50"583 720 1304 See note ¹ <br />2 - Hanger on 9 1/4" PSL beam 3.50"Hanger¹1.50"583 720 1304 See note ¹ <br />•Maximum allowable bracing intervals based on applied load. <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)10' 6" o/c <br />Bottom Edge (Lu)10' 6" o/c <br />Connector: Simpson Strong-Tie <br />Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories <br />1 - Face Mount Hanger U410 2.00"N/A 14-10dx1.5 6-10d <br />2 - Face Mount Hanger U410 2.00"N/A 14-10dx1.5 6-10d <br />•Refer to manufacturer notes and instructions for proper installation and use of all connectors. <br />Dead Roof Live <br />Vertical Loads Location (Side)Tributary Width (0.90)(non-snow: 1.25)Comments <br />0 - Self Weight (PLF)3 1/2" to 10' 9 1/2"N/A 8.2 -- <br />1 - Uniform (PSF)0 to 11' 1" (Front)6' 6"15.0 20.0 ROOF <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 Sam Mobed <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, CB-1 <br />1 piece(s) 4 x 10 DF No.1 <br />ForteWEB Software Operator Job Notes 10/9/2023 5:19:04 PM UTC <br />Sam Mobed <br />Nick Engineering Inc. <br />(310) 433-7927 <br />smobed@gmail.com <br />ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 <br />File Name: 1401 W Highland St <br />Page 1 / 1 <br />1401 W Highland St & #2 - <br />101118574 & 766/10/2024