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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)288 @ 12' 3 1/2"1406 (1.50")Passed (21%)--1.0 D + 1.0 Lr (All Spans) <br />Shear (lbs)268 @ 11' 10 5/16"1238 Passed (22%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Moment (Ft-lbs)871 @ 6' 3"1060 Passed (82%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Live Load Defl. (in)0.427 @ 6' 3"0.637 Passed (L/358)--1.0 D + 1.0 Lr (All Spans) <br />Total Load Defl. (in)0.765 @ 6' 3"0.849 Passed (L/200)--1.0 D + 1.0 Lr (All Spans) <br />System : Roof <br />Member Type : Joist <br />Building Use : Residential <br />Building Code : IBC 2018 <br />Design Methodology : ASD <br />Member Pitch : 4/12 <br />•Deflection criteria: LL (L/240) and TL (L/180). <br />•Allowed moment does not reflect the adjustment for the beam stability factor. <br />•A 15% increase in the moment capacity has been added to account for repetitive member usage. <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 />• 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 - Beveled Plate - DF 3.50"3.50"1.50"132 167 298 Blocking <br />2 - Hanger on 5 1/2" DF beam 3.50"Hanger¹1.50"133 169 302 See note ¹ <br />•Maximum allowable bracing intervals based on applied load. <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)7' 7" o/c <br />Bottom Edge (Lu)12' 11" o/c <br />Connector: Simpson Strong-Tie <br />Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories <br />2 - Face Mount Hanger LRU26Z 1.94"N/A 4-10dx1.5 5-10d <br />•Refer to manufacturer notes and instructions for proper installation and use of all connectors. <br />Dead Roof Live <br />Vertical Load Location (Side)Spacing (0.90)(non-snow: 1.25)Comments <br />1 - Uniform (PSF)0 to 12' 7"16"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 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.Member Length : 13' 1 5/16" <br />MEMBER REPORT PASSED <br />Roof, R.R.-1 <br />1 piece(s) 2 x 6 DF No.2 @ 16" OC <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 5 / 24 <br />Page 12 of 48 <br />1005 S Virlee St <br />Unit# 28/26/2024