My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2314 S Warbler Street - Plan
PBA
>
Building
>
ProjectDox
>
W
>
Warbler St
>
2314 S Warbler St
>
2314 S Warbler Street - Plan
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/13/2025 4:11:22 AM
Creation date
6/5/2025 7:32:55 AM
Metadata
Fields
Template:
Plan
Permit Number
101120069
Full Address
2314 S Warbler St
Street Number
2314
Street Direction
S
Street Name
Warbler
Street Suffix
St
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
87
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
General Footing <br />LIC# : KW-06019412, Build:20.24.04.04 Simple Engineering (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:2' x 2' x 12" Pad Footing w/ 4-#5 Each Way - F1 <br />Project File: enercalc warbler.ec6 <br />Project Title:Warbler St Residence <br />Engineer:Simple Engineering LLC <br />Project ID: <br />Project Descr:Kitchen and Master Bedroom Addition <br />Flexure Axis & Load Combination in^2 in^2 in^2 k-ft <br />As Req'd <br />Footing Flexure <br />Tension <br />k-ft <br />Actual As StatusMuSide <br />Surface <br />Gvrn. As Phi*Mn <br />Z-Z, +1.20D+1.60Lr 0.5725 +X Bottom 0.2592 ACI 7.6.1.1 0.620 23.075 OK <br />Z-Z, +0.90D 0.2059 -X Bottom 0.2592 ACI 7.6.1.1 0.620 23.075 OK <br />Z-Z, +0.90D 0.2059 +X Bottom 0.2592 ACI 7.6.1.1 0.620 23.075 OK <br />One Way Shear X <br />Vu @ +XLoad Combination...Vu @ -X Vu:Max Vu / Phi*VnPhi Vn Status <br />+1.40D 1.42 1.42 1.42 53.72 0.03psipsipsipsi OK <br />+1.20D+0.50Lr 1.63 1.63 1.63 53.72 0.03psipsipsipsi OK <br />+1.20D 1.22 1.22 1.22 53.72 0.02psipsipsipsi OK <br />+1.20D+1.60Lr 2.54 2.54 2.54 53.72 0.05psipsipsipsi OK <br />+0.90D 0.92 0.92 0.92 53.72 0.02psipsipsipsi OK <br />One Way Shear Z <br />Load Combination...Vu @ -Z Vu @ +Z Vu:Max Vu / Phi*VnPhi Vn Status <br />+1.40D 1.42 1.42 1.42 53.72 0.03psipsipsipsi OK <br />+1.20D+0.50Lr 1.63 1.63 1.63 53.72 0.03psipsipsipsi OK <br />+1.20D 1.22 1.22 1.22 53.72 0.02psipsipsipsi OK <br />+1.20D+1.60Lr 2.54 2.54 2.54 53.72 0.05psipsipsipsi OK <br />+0.90D 0.92 0.92 0.92 53.72 0.02psipsipsipsi OK <br />Vu / Phi*Vn <br />Two-Way "Punching" Shear All units k <br />StatusVuPhi*VnLoad Combination... <br />+1.40D 6.77 150.00 0.0451 OKpsipsi <br />+1.20D+0.50Lr 7.77 150.00 0.05178 OKpsipsi <br />+1.20D 5.80 150.00 0.03866 OKpsipsi <br />+1.20D+1.60Lr 12.10 150.00 0.08063 OKpsipsi <br />+0.90D 4.35 150.00 0.029 OKpsipsi <br />37 <br />2314 S Warbler St <br />ADDITION12/12/2024
The URL can be used to link to this page
Your browser does not support the video tag.