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5117 W First St & 5117 3%4 W First St #WCC01 - Plan
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5117 W First St & 5117 3%4 W First St #WCC01 - Plan
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Last modified
2/23/2026 5:00:17 AM
Creation date
2/23/2026 5:00:07 AM
Metadata
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Template:
Plan
Permit Number
101124969
101124970
Full Address
5117 W First St
5117 3/4 W First St Unit# WCC01
Street Number
5117
Partial
3/4
Street Direction
W
Street Name
First
Street Suffix
St
Unit Number
WCC01
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Company <br />Designer <br />Job Number <br />Model Name <br />: <br />: <br />: <br />: <br />Gomez Construction Services <br />George Gomez <br />22-116 <br />Monopine <br />Checked By : __________ <br />10/14/2024 <br />5:12:52 PM <br />RISA-3D Version 21 [ antenna mount.r3d ]Page 1 <br />Hot Rolled Steel Properties <br />Label E [ksi]G [ksi]Nu Therm. Coeff. [1e⁵°F⁻¹]Density [k/ft³]Yield [psi]Ry Fu [psi]Rt <br />1 A992 29000 11154 0.3 0.65 0.49 50000 1.1 65000 1.1 <br />2 A36 Gr.36 29000 11154 0.3 0.65 0.49 36000 1.5 58000 1.2 <br />3 A572 Gr.50 29000 11154 0.3 0.65 0.49 50000 1.1 65000 1.1 <br />4 A500 Gr.B RND 29000 11154 0.3 0.65 0.527 42000 1.4 58000 1.3 <br />5 A500 Gr.B RECT 29000 11154 0.3 0.65 0.527 46000 1.4 58000 1.3 <br />6 A500 Gr.C RND 29000 11154 0.3 0.65 0.527 46000 1.4 62000 1.3 <br />7 A500 Gr.C RECT 29000 11154 0.3 0.65 0.527 50000 1.4 62000 1.3 <br />8 A53 Gr.B 29000 11154 0.3 0.65 0.49 35000 1.6 60000 1.2 <br />9 A1085 29000 11154 0.3 0.65 0.49 50000 1.4 65000 1.3 <br />10 A913 Gr.65 29000 11154 0.3 0.65 0.49 65000 1.1 80000 1.1 <br />Member Primary Data <br />Label I Node J Node Section/Shape Type Design List Material Design Rule <br />1 VM 1 VMA1 VMA3 PIPE_2.0 Column Pipe A53 Gr.B Typical <br />2 HM1 HMT VMA1 L4X4X4 Beam Single Angle A36 Gr.36 Typical <br />3 HM2 HMB VMA3 L4X4X4 Beam Single Angle A36 Gr.36 Typical <br />Node Boundary Conditions <br />Node Label X [k/in]Y [k/in]Z [k/in]X Rot [k-ft/rad]Y Rot [k-ft/rad]Z Rot [k-ft/rad] <br />1 HMT Reaction Reaction Reaction Reaction Reaction Reaction <br />2 HMB Reaction Reaction Reaction Reaction Reaction Reaction <br />Node Coordinates <br />Label X [in]Y [in]Z [in]Detach From Diaphragm <br />1 VMA1 3 48 0 <br />2 VMA2 3 0 0 <br />3 VMA3 3 -48 0 <br />4 HMT -28 48 0 <br />5 HMB -28 -48 0 <br />Basic Load Cases <br />BLC Description Category Y Gravity Nodal Distributed <br />1 DEAD LOAD DL -1 1 <br />2 WIND (N)WL 1 3 <br />3 WIND (T)WL 1 3 <br />4 SEISMIC (T)EL <br />5 SEISMIC (N)EL <br />Load Combinations <br />Description Solve P-Delta BLC Factor BLC Factor <br />1 LC1 Yes Y 1 1.4 <br />2 LC2 (N)Yes Y 1 1.2 2 1 <br />3 LC2 (T)Yes Y 1 1.2 3 1 <br />4 LC3 (N)Y 1 1.2 5 1 <br />5 LC3 (T)Y 1 1.2 4 1 <br />T-MOBILE <br />LA02034A <br />14 of 28
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