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2130 E 17th St - Plan
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2130 E 17th St - Plan
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Last modified
5/30/2025 1:40:33 PM
Creation date
5/30/2025 8:00:52 AM
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Plan
Permit Number
101112794
Full Address
2130 E Seventeenth St Unit# A
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101112794 - Permit
(Permit - Plan)
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\Building\Permits\S\Seventeenth St\2130 E Seventeenth St Unit# A
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Company : LEI Apr 3, 2023 <br />6:39 PMDesigner : MK <br />Job Number : 21230169.000 Checked By:_____ <br />Model Name : Hibbett Sports <br />Basic Load Cases <br />BLC Description Category X Gravity Y Gravity Joint Point Distributed <br />1 Dead Load None -1 3 5 <br />2 Live Load None 3 1 <br />3 Wind Load None 2 4 <br />4 Seismic Load None 2 6 5 <br />Load Combinations <br />Description S... P... S... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... <br />1 DL+LL Yes Y 1 1 2 1 <br />2 DL+WL Yes Y 1 1 3 -1 <br />3 DL+0.7EL Yes Y 1 1.13 4 -0.7 <br />4 DL Y 1 1 <br />5 LL Y 2 1 <br />6 WL Y 3 1 <br />7 EL Y 4 1 <br />Envelope Node Reactions <br />Node Label X [lb] LC Y [lb] LC Moment [k-ft]LC <br />1 P6 max 67 2 221.231 1 0 3 <br />2 min 0 1 165.731 2 0 1 <br />3 N2 max 67 2 0 3 0 3 <br />4 min 0 1 0 1 0 1 <br />5 P3 max 43.54 2 258.543 2 0 3 <br />6 min -0.003 1 229.96 1 0 1 <br />7 P12 max 39.356 2 383.783 2 0 3 <br />8 min -0.012 1 264.607 3 0 1 <br />9 N12 max -0.015 1 0 3 0 3 <br />10 min -58.896 2 0 1 0 1 <br />11 N9 max 130.76 2 3.464 1 0 3 <br />12 min 0.003 1 -127.318 2 0 1 <br />13 N11 max 193.741 2 2.81 1 0 3 <br />14 min 0.027 1 -190.978 2 0 1 <br />15 N11A max 0 3 186.886 1 0 3 <br />16 min 0 1 42.306 2 0 1 <br />17 N12A max 0 3 186.886 1 0 3 <br />18 min 0 1 42.306 2 0 1 <br />19 Totals: max 482.5 2 1162.332 1 <br />20 min 0 1 574.371 2 <br />Envelope AISI S100-16: ASD Cold Formed Steel Code Checks <br />Member Shape Code C... Loc[ft] LC Shear C... Loc[ft] LC Pn/Om[lb] Tn/Om[lb] Mn/Om[k-ft] Vn...Cb Eqn <br />1 M1 362S162-33 0.963 9.583 2 0.065 20 2 1112.619 5177.246 0.375 10... 1 H1.2-1 <br />2 M4 362S162-33 0.733 5.552 2 0.043 13 2 510.651 5177.246 0.448 10... 1 H1.2-1 <br />3 M6 362S162-33 0.861 5.125 2 0.039 12 2 578.727 5177.246 0.445 10... 1 H1.2-1 <br />4 M7 362S162-33 0.952 3.5 2 0.104 3.5 2 1086.682 5177.246 0.45 10... 1 H1.2-1 <br />5 M6A 362S162-33 0.177 4.213 2 0.003 7.778 3 1135.125 5177.246 0.332 10...1.... H1.2-1 <br />6 M7A 362S162-33 0.184 3.447 2 0.002 6.364 3 1557.909 5177.246 0.401 10...1.... H1.2-1 <br />7 M7B 550S162-33 0.703 5.415 1 0.268 10.83 1 2482.055 6461.677 0.72 69... 1 H1.2-1 <br />RISA-2D Version 19.0.0 Page 3 [\...\...\...\...\...\Project Docs\Calcs\CFS Check MK_NHF.r2d] <br /> 14 of 23 <br />2130 E 17th St - <br />10111279406/07/23
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