My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1112 W 6th St & Unit #2 - Plan
PBA
>
Building
>
ProjectDox
>
S
>
Sixth St
>
1112 W Sixth St Unit# 2
>
1112 W 6th St & Unit #2 - Plan
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/13/2026 5:03:10 AM
Creation date
2/13/2026 5:01:22 AM
Metadata
Fields
Template:
Plan
Permit Number
101120611
Full Address
1112 W Sixth St Unit# 2
Street Number
1112
Street Direction
W
Street Name
Sixth
Street Suffix
St
Unit Number
2
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
83
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)172 @ 2 1/2"1434 (2.25")Passed (12%)--1.0 D + 1.0 Lr (All Spans) <br />Shear (lbs)158 @ 9"1238 Passed (13%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Moment (Ft-lbs)676 @ 8' 2"1060 Passed (64%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Live Load Defl. (in)0.463 @ 8' 2"1.061 Passed (L/413)--1.0 D + 1.0 Lr (All Spans) <br />Total Load Defl. (in)0.926 @ 8' 2"1.592 Passed (L/206)--1.0 D + 1.0 Lr (All Spans) <br />System : Roof <br />Member Type : Joist <br />Building Use : Residential <br />Building Code : IBC 2018 <br />Design Methodology : ASD <br />Member Pitch : 0/12 <br />•Deflection criteria: LL (L/180) and TL (L/120). <br />•A 15% increase in the moment capacity has been added to account for repetitive member usage. <br />•Applicable calculations are based on NDS. <br />• Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. <br />Bearing Length Loads to Supports (lbs) <br />Supports Total Available Required Dead Roof Live Factored Accessories <br />1 - Stud wall - SPF 3.50"2.25"1.50"87 87 174 1 1/4" Rim Board <br />2 - Stud wall - SPF 3.50"2.25"1.50"87 87 174 1 1/4" Rim Board <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)Continuous <br />Bottom Edge (Lu)Continuous <br />Dead Roof Live <br />Vertical Load Location (Side)Spacing (0.90)(non-snow: 1.25)Comments <br />1 - Uniform (PSF)0 to 16' 4"16"8.0 8.0 Default Load <br />Member Notes <br />(converted from: Floor Joist) <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 <br />www.weyerhaeuser.com/woodproducts/document-library. <br />The product application, input design loads, dimensions and support information have been provided by K.J. <br />Weyerhaeuser Notes <br />All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. <br />MEMBER REPORT PASSED <br />Level, (1112 6TH)_2x6 C.J. @ 16" O.C - Over Bed#1_ADU-type changed <br />1 piece(s) 2 x 6 DF No.2 @ 16" OC <br />ForteWEB Software Operator Job Notes 10/2/2023 6:21:45 AM UTC <br />ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 <br />21/25
The URL can be used to link to this page
Your browser does not support the video tag.