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3925 3%4 S Bristol St Unit# WCC01 - Plan
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3925 3%4 S Bristol St Unit# WCC01 - Plan
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Last modified
11/13/2025 7:45:59 AM
Creation date
6/5/2025 7:32:46 AM
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Template:
Plan
Permit Number
101123335
Full Address
3925 3/4 S Bristol St Unit# WCC01
Street Number
3925
Partial
3/4
Street Direction
S
Street Name
Bristol
Street Suffix
St
Unit Number
WCC01
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Company <br />Designer <br />Job Number <br />Model Name <br />: <br />: <br />: <br />: <br />Infinigy Engineering <br />CL <br />4106-A0004-B <br />CLU3416 (Equipment Platform) <br />Checked By : __________ <br />12/11/2024 <br />7:18:39 AM <br />RISA-3D Version 22 [ CLU3416_ROOF.r3d ]Page 1 <br />Model Settings <br />Number of Reported Sections 5 <br />Number of Internal Sections 100 <br />Member Area Load Mesh Size (in2)25 <br />Consider Shear Deformation Yes <br />Consider Torsional Warping Yes <br />Approximate Mesh Size (in)24 <br />Transfer Forces Between Intersecting Wood Walls Yes <br />Increase Wood Wall Nailing Capacity for Wind Loads Yes <br />Include P-Delta for Walls Yes <br />Optimize Masonry and Wood Walls Yes <br />Maximum Number of Iterations 3 <br />Single No <br />Multiple (Optimum)No <br />Maximum Yes <br />Global Axis corresponding to vertical direction Y <br />Convert Existing Data Yes <br />Default Global Plane for z-axis XZ <br />Plate Local Axis Orientation Global <br />Hot Rolled Steel AISC 15th (360-16): LRFD <br />Stiffness Adjustment Yes (Iterative) <br />Notional Annex None <br />Connections AISC 15th (360-16): LRFD <br />Cold Formed Steel AISI S100-20: LRFD <br />Stiffness Adjustment Yes (Iterative) <br />Wood AWC NDS-18 / SDPWS-21 LRFD <br />Temperature < 100F <br />Concrete ACI 318-19 <br />Masonry TMS 402-16: Strength <br />Aluminum AA ADM1-20: LRFD <br />Structure Type Building <br />Stiffness Adjustment Yes (Iterative) <br />Stainless AISC 14th (360-10): LRFD <br />Stiffness Adjustment Yes (Iterative) <br />Compression Stress Block Rectangular Stress Block <br />Analyze using Cracked Sections Yes <br />Leave room for horizontal rebar splices (2*d bar spacing)No <br />List forces which were ignored for design in the Detail Report Yes <br />Column Min Steel 1 <br />Column Max Steel 8 <br />Rebar Material Spec ASTM A615 <br />Warn if beam-column framing arrangement is not understood No <br />Number of Shear Regions 4 <br />Region 2 & 3 Spacing Increase Increment (in)4 <br />Code ASCE 7-16 <br />Risk Category I or II <br />Drift Cat Other <br />3925 3%4 S Bristol St <br />Unit# WCC015/8/2025
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