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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1425 @ 5' 9"3281 (1.50")Passed (43%)--1.0 D + 0.75 L + 0.75 Lr (All Spans) Shear (lbs)1117 @ 5' 1 3/4"3806 Passed (29%)1.25 1.0 D + 0.75 L + 0.75 Lr (All Spans) Moment (Ft-lbs)1989 @ 2' 11 1/2"3701 Passed (54%)1.25 1.0 D + 0.75 L + 0.75 Lr (All Spans) Live Load Defl. (in)0.037 @ 2' 11 1/2"0.186 Passed (L/999+)--1.0 D + 0.75 L + 0.75 Lr (All Spans) Total Load Defl. (in)0.063 @ 2' 11 1/2"0.279 Passed (L/999+)--1.0 D + 0.75 L + 0.75 Lr (All Spans) Member Length : 5' 7 3/4" System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top custom unbraced length is too long and has been reset to the member length of 5' 7" •Applicable calculations are based on NDS. • Rim Board is assumed to carry all loads applied directly above it, bypassing 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 Floor Live Roof Live Wind Factored Accessories 1 - Column - DF 3.50"2.25"1.50"622 355 828 -663 1509/-24 1 1/4" Rim Board 2 - Hanger on 7 1/4" DF beam 3.50"Hanger¹1.50"647 370 863 -691 1572/-26 See note ¹ Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 7" o/c Bottom Edge (Lu)End Bearing Points Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2 - Face Mount Hanger LUS48 2.00"N/A 6-16d 4-16d •Refer to manufacturer notes and instructions for proper installation and use of all connectors. • Side loads are assumed to not induce cross-grain tension. Dead Floor Live Roof Live Wind Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.25)(1.60)Comments 0 - Self Weight (PLF)1 1/4" to 5' 9"N/A 6.4 ------ 1 - Uniform (PSF)0 to 6' 1/2" (Front)14'12.0 --20.0 -16.0 (E)ROOF 2 - Uniform (PSF)0 to 6' 1/2" (Front)6'6.0 20.0 ----(E)CLG 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 Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). MEMBER REPORT PASSED CLG, (N)CB11 1 piece(s) 4 x 8 DF No.2 Page 126 of 290