HISTORIC-606 S Van Ness Ave Unit #2 - Plan

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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) [Group] Member Reaction (lbs)2569 @ 2"7656 (3.50")Passed (34%)--1.0 D + 0.45 W + 0.75 L + 0.75 Lr (All Spans) [1] Shear (lbs)2331 @ 1' 3/4"4856 Passed (48%)1.25 1.0 D + 0.75 L + 0.75 Lr (All Spans) [1] Moment (Ft-lbs)2992 @ 3' 10"4441 Passed (67%)1.00 1.0 D + 1.0 L (All Spans) [1] Live Load Defl. (in)0.045 @ 3' 4 9/16"0.226 Passed (L/999+)--1.0 D + 0.45 W + 0.75 L + 0.75 Lr (All Spans) [1] Total Load Defl. (in)0.079 @ 3' 4 7/16"0.340 Passed (L/999+)--1.0 D + 0.45 W + 0.75 L + 0.75 Lr (All Spans) [1] Member Length : 7' 1 1/2" 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 6' 9 1/2" •A 1.1% decrease in the moment capacity has been added to account for lateral stability. •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. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Roof Live Wind Factored Accessories 1 - Column - DF 3.50"3.50"1.50"1123 647 1145 226/-1284 2569/-96 Blocking 2 - Column - DF 3.50"3.50"1.50"494 538 357 1/-397 1166 Blocking Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 10" o/c Bottom Edge (Lu)End Bearing Points • 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)0 to 7' 1 1/2"N/A 8.2 ------ 1 - Uniform (PLF)0 to 3' 10" (Front)N/A 30.0 100.5 --Linked from: CJ-2, Support 1 2 - Uniform (PSF)0 to 7' 1 1/2" (Front)8"6.0 20.0 --CLG 3 - Uniform (PSF)3' 10" to 7' 1 1/2" (Front)8"6.0 20.0 --CLG 4 - Point (lb)3' 10" (Front)N/A 356 660 133 -140 Linked from: CB-5, Support 1 5 - Point (lb)1' 7" (Top)N/A 1046 -1369 367/-1541 Linked from: C-4, Support 1 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, CB-7 1 piece(s) 4 x 10 DF No.2 Page 102 of 213