1005 S Virlee St Unit# 2 - Plan - Laserfiche WebLink

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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)874 @ 14' 10 3/16"3281 (1.50")Passed (27%)--1.0 D + 1.0 Lr (Alt Spans) Shear (lbs)715 @ 14' 1 3/16"4856 Passed (15%)1.25 1.0 D + 1.0 Lr (Alt Spans) Moment (Ft-lbs)2002 @ 9' 10 3/16"6239 Passed (32%)1.25 1.0 D + 1.0 Lr (Alt Spans) Live Load Defl. (in)0.072 @ 9' 1 11/16"0.610 Passed (L/999+)--1.0 D + 1.0 Lr (Alt Spans) Total Load Defl. (in)0.132 @ 9' 1 3/4"0.813 Passed (L/999+)--1.0 D + 1.0 Lr (Alt Spans) System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Member Pitch : 2.83/12 •Deflection criteria: LL (L/240) and TL (L/180). •Overhang deflection criteria: LL (2L/240) and TL (2L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ¹ See Connector grid below for additional information and/or requirements. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Roof Live Factored Accessories 1 - Beveled Plate - SPF 3.50"3.50"1.50"329 331 660 Blocking 2 - Hanger on 9 1/4" SPF beam 3.50"Hanger¹1.50"399 475 874 See note ¹ •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)15' 3" o/c Bottom Edge (Lu)15' 3" o/c Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2 - Face Mount Hanger LSSR410Z 1.88"N/A 22-16dx2.5 18-16dx2.5 •Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Roof Live Vertical Loads Location (Side)Tributary Width (0.90)(non-snow: 1.25)Comments 0 - Self Weight (PLF)0 to 14' 10 3/16"N/A 8.2 -- 1 - Tapered (PLF)0 to 2' 9 15/16"N/A 0.0 to 43.5 0.0 to 56.6 Generated from Roof Geometry 2 - Tapered (PLF)2' 9 15/16" to 14' 10 3/16"N/A 0.0 to 87.4 0.0 to 120.2 Generated from Roof Geometry 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 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 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 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 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.Member Length : 15' 5 1/4" MEMBER REPORT PASSED Roof, BM-2 1 piece(s) 4 x 10 DF No.1 ForteWEB Software Operator Job Notes 10/8/2023 6:53:29 PM UTC Rong Lei RL Engineering (415) 887-8691 leirongyao@gmail.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 23-1017 1005 S Virlee St, Santa Ana Page 3 / 24 Page 10 of 48 1005 S Virlee St Unit# 28/26/2024