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1003 W Bishop St - 101118789 - Plan
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1003 W Bishop St - 101118789 - Plan
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Last modified
7/31/2025 9:18:17 AM
Creation date
6/5/2025 7:36:54 AM
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Plan
Permit Number
101118789
Full Address
1003 W Bishop St
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Company : May 8, 2024 <br />10:49 AMDesigner : <br />Job Number : Checked By:_____ <br />Model Name : SCC-1 <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 (ft/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 />32.2 <br />12 <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): ASD <br />Yes(Iterative) <br />AISC 14th(360-10): ASD <br />None <br />AWC NDS-12: ASD <br />< 100F <br />ACI 318-1 <br />ACI 530-11: ASD <br />AA ADM1-10: ASD - Building <br />AISC 14th(360-10): ASD <br />Yes(Iterative) <br />Number of Shear Regions <br />Region Spacing Increment (in) <br />Biaxial Column Method <br />Parme Beta Factor (PCA) <br />Concrete Stress Block <br />Use Cracked Sections? <br />Use Cracked Sections Slab? <br />Bad Framing Warnings? <br />Unused Force Warnings? <br />Min 1 Bar Diam. Spacing? <br />Concrete Rebar Set <br />Min % Steel for Column <br />Max % Steel for Column <br />4 <br />4 <br />Exact Integration <br />.65 <br />Rectangular <br />Yes <br />No <br />No <br />Yes <br />No <br />REBAR_SET_ASTMA615 <br />1 <br />8 <br />RISA-3D Version 8.1.3 Page 1 [C:\...\...\...\...\...\...\...\Analysis Files\SCC-1 U.r3d] <br />9 <br />Page 6 of 35 <br />1003 W Bishop St - <br />1011187895/29/2024
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