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401 W Jonquil Rd & Unit# 2 - Plan
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401 W Jonquil Rd & Unit# 2 - Plan
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Last modified
2/13/2026 5:02:42 AM
Creation date
2/13/2026 5:00:29 AM
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Template:
Plan
Permit Number
101123019
101123020
Full Address
401 W Jonquil Rd
401 W Jonquil Rd Unit# 2
Street Number
401
Street Direction
W
Street Name
Jonquil
Street Suffix
Rd
Unit Number
2
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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)1937 @ 4' 1 1/2"6563 (3.00")Passed (30%)--1.0 D + 1.0 Lr (All Spans) <br />Shear (lbs)1838 @ 3' 4 3/4"3806 Passed (48%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Moment (Ft-lbs)1638 @ 3' 3"3737 Passed (44%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Live Load Defl. (in)0.010 @ 2' 3 7/8"0.100 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) <br />Total Load Defl. (in)0.021 @ 2' 3 13/16"0.200 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) <br />Member Length : 4' 3" <br />System : Wall <br />Member Type : Header <br />Building Use : Residential <br />Building Code : IBC 2021 <br />Design Methodology : ASD <br />•Deflection criteria: LL (L/480) and TL (L/240). <br />•Allowed moment does not reflect the adjustment for the beam stability factor. <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 - Trimmer - DF 3.00"3.00"1.50"404 317 721 None <br />2 - Trimmer - DF 3.00"3.00"1.50"1024 913 1937 None <br />•Maximum allowable bracing intervals based on applied load. <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)4' 3" o/c <br />Bottom Edge (Lu)4' 3" o/c <br />Dead Roof Live <br />Vertical Loads Location Tributary <br />Width <br />(0.90)(1.25)Comments <br />0 - Self Weight (PLF)0 to 4' 3"N/A 6.4 -- <br />1 - Uniform (PSF)0 to 4' 3"2'15.0 -E.Wall <br />2 - Uniform (PSF)0 to 4' 3"2'20.0 20.0 Roof <br />3 - Point (lb)3' 3"N/A 1103 1060 <br />Linked from: 2 : <br />Ridge bm over <br />Bedroom 1, <br />Support 3 <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, 5 : HDR right of Bedroom 1 <br />1 piece(s) 4 x 8 DF No.2 <br />ForteWEB Software Operator Job Notes 8/14/2024 4:31:55 PM UTC <br />Tung Vo <br />HomeTopHome <br />(714) 928-2006 <br />hometophome2829@gmail.com <br />ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3 <br />File Name: 24077
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