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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)581 @ 2"7656 (3.50")Passed (8%)--1.0 D + 1.0 Lr (All Spans) <br />Shear (lbs)381 @ 9"2079 Passed (18%)0.90 1.0 D (All Spans) <br />Moment (Ft-lbs)732 @ 3' 3 1/2"1711 Passed (43%)0.90 1.0 D (All Spans) <br />Live Load Defl. (in)0.011 @ 3' 3 1/2"0.208 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) <br />Total Load Defl. (in)0.074 @ 3' 3 1/2"0.313 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) <br />Member Length : 6' 7" <br />System : Wall <br />Member Type : Header <br />Building Use : Residential <br />Building Code : IBC 2024 <br />Design Methodology : ASD <br />•Deflection criteria: LL (L/360) and TL (L/240). <br />•A 0.5% decrease in the moment capacity has been added to account for lateral stability. <br />•Applicable calculations are based on NDS. <br />Bearing Length Loads to Supports (lbs) <br />Supports Total Available Required Dead Roof Live Factored Accessories <br />1 - Plate - DF 3.50"3.50"1.50"494 88 581 None <br />2 - Plate - DF 3.50"3.50"1.50"494 88 581 None <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)End Bearing Points <br />Bottom Edge (Lu)End Bearing Points <br />Dead Roof Live <br />Vertical Loads Location Tributary <br />Width <br />(0.90)(1.25)Comments <br />0 - Self Weight (PLF)0 to 6' 7"N/A 4.9 -- <br />1 - Uniform (PSF)0 to 6' 7"1' 4"15.8 20.0 ROOF LOADS <br />2 - Uniform (PSF)0 to 6' 7"7' 9"16.0 -EXTERIOR WALL <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 www.weyerhaeuser.com/woodproducts/ <br />document-library. <br />The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator <br />Weyerhaeuser Notes <br />Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). <br />MEMBER REPORT PASSED <br />ROOF, H7 <br />1 piece(s) 4 x 6 DF No.1 <br />ForteWEB Software Operator Job Notes 12/12/2024 3:21:59 PM UTC <br />Laura Rios <br />EC+Associates Engineering Inc <br />(562) 419-7020 <br />LauraR@ecaengineering.com <br />ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3 <br />File Name: 24-351 2071 S EVERGREEN ST <br />Page 13 / 15