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217 N Main St & 217 N 3%4 N Main St WCC01 - Plan
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217 N Main St & 217 N 3%4 N Main St WCC01 - Plan
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Last modified
5/19/2026 5:00:22 AM
Creation date
5/19/2026 5:00:05 AM
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Plan
Permit Number
101126423
101126424
Full Address
217 3/4 N Main St Unit# WCC01
217 N Main St
Street Number
217
Street Direction
N
Street Name
Main
Street Suffix
St
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Company <br />Designer <br />Job Number <br />Model Name <br />: <br />: <br />: <br />: <br />Ladera Engineering Group <br />HR <br />3321 <br />CLL03238 <br />Checked By : __________ <br />8/13/2025 <br />5:48:05 PM <br />RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 1 <br />Material Take-Off <br />Material Size Pieces Length[in] Weight[K] <br />1 General Members <br />2 RIGID 32 128 0 <br />3 Total General 32 128 0 <br />4 <br />5 Hot Rolled Steel <br />6 A500 Gr.C RND HSS2.375X0.154 9 852.8 0.26 <br />7 A500 Gr.C RND HSS3.500X0.125 2 178 0.067 <br />8 Total HR Steel 11 1030.8 0.327 <br />9 <br />10 Cold Formed Steel <br />11 A653 SS Gr33 P1000 4 228 0.031 <br />12 Total CF Steel 4 228 0.031 <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 Rotate(deg) Section/Shape Type Design List Material Design Rule <br />1 M100 N39 N40 180 Mast Pipe Column HSS Pipe A500 Gr.C RND Typical <br />2 M101 N45 N46 180 Mast Pipe Column HSS Pipe A500 Gr.C RND Typical <br />3 M34 N54 N55 Horizontal Pipe Beam HSS Pipe A500 Gr.C RND Typical <br />4 M35 N56 N57 Horizontal Pipe Beam HSS Pipe A500 Gr.C RND Typical <br />5 M36 N41 N49 RIGID None None RIGID Typical <br />6 M37 N42 N51 RIGID None None RIGID Typical <br />7 M38 N47 N50 RIGID None None RIGID Typical <br />8 M39 N48 N52 RIGID None None RIGID Typical <br />9 M40 N58 N60 RIGID None None RIGID Typical <br />10 M41 N59 N61 RIGID None None RIGID Typical <br />11 M42 N62 N64 RIGID None None RIGID Typical <br />12 M43 N63 N65 RIGID None None RIGID Typical <br />13 M44 N66 N68 RIGID None None RIGID Typical <br />14 M45 N67 N69 RIGID None None RIGID Typical <br />15 M46 N70 N72 RIGID None None RIGID Typical <br />16 M47 N71 N73 RIGID None None RIGID Typical <br />17 M48 N74 N76 RIGID None None RIGID Typical <br />18 M49 N75 N77 RIGID None None RIGID Typical <br />19 M50 N78 N80 RIGID None None RIGID Typical <br />20 M51 N79 N81 RIGID None None RIGID Typical <br />21 MP1A N89 N85 180 Mount Pipe Beam HSS Pipe A500 Gr.C RND Typical <br />22 MP2 N88 N84 180 Mount Pipe Beam HSS Pipe A500 Gr.C RND Typical <br />23 MP3A N87 N83 180 Mount Pipe Beam HSS Pipe A500 Gr.C RND Typical <br />24 MP4A N86 N82 180 Mount Pipe Beam HSS Pipe A500 Gr.C RND Typical
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