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2120 & 2120 3%4 S Bristol St #WCC01 - Plan
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2120 & 2120 3%4 S Bristol St #WCC01 - Plan
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Last modified
2/27/2026 5:00:13 AM
Creation date
2/27/2026 5:00:05 AM
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Plan
Permit Number
101125664
101125665
Full Address
2120 3/4 S Bristol St Unit# WCC01
2120 S Bristol St
Street Number
2120
Street Direction
S
Street Name
Bristol
Street Suffix
St
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Company : BC Architects Engineers, PLC May 8, 2025 <br />4:29 PMDesigner : Vamshi Krishna <br />Job Number : SICA001875 Checked By: Rama Kristam <br />Model Name : Antenna Mount Analysis <br />(Global) Model Settings <br />Display Sections for Member Calcs <br />Max Internal Sections for Member Calcs <br />Include Shear Deformation? <br />Increase Nailing Capacity for Wind? <br />Include Warping? <br />Trans Load Btwn Intersecting Wood Wall? <br />Area Load Mesh (in^2) <br />Merge Tolerance (in) <br />P-Delta Analysis Tolerance <br />Include P-Delta for Walls? <br />Automatically Iterate Stiffness for Walls? <br />Max Iterations for Wall Stiffness <br />Gravity Acceleration (in/sec^2) <br />Wall Mesh Size (in) <br />Eigensolution Convergence Tol. (1.E-) <br />Vertical Axis <br />Global Member Orientation Plane <br />Static Solver <br />Dynamic Solver <br />5 <br />97 <br />Yes <br />Yes <br />Yes <br />Yes <br />144 <br />.12 <br />0.50% <br />Yes <br />Yes <br />3 <br />386.4 <br />24 <br />4 <br />Y <br />XZ <br />Sparse Accelerated <br />Accelerated Solver <br />Hot Rolled Steel Code <br />Adjust Stiffness? <br />RISAConnection Code <br />Cold Formed Steel Code <br />Wood Code <br />Wood Temperature <br />Concrete Code <br />Masonry Code <br />Aluminum Code <br />Stainless Steel Code <br />Adjust Stiffness? <br />AISC 15th(360-16): LRFD <br />Yes(Iterative) <br />AISC 15th(360-16): LRFD <br />AISI S100-10: LRFD <br />< 100F <br />TMS 402-16: ASD <br /> - Building <br />AISC 14th(360-10): ASD <br />Yes(Iterative) <br />RISA-3D Version 17.0.4 Page 1 [C:\...\...\...\...\...\...\Jacobs\Southern California\10087160 - WSLOS0068563\MA Rev 0\SICA001875 - 10087160.r3d]
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