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2 Hutton Center Dr. Unit# 200 - Plan
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2 E Hutton Center Dr Unit# 200
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2 Hutton Center Dr. Unit# 200 - Plan
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Last modified
4/21/2026 5:00:14 AM
Creation date
4/21/2026 5:00:06 AM
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Plan
Permit Number
20187918
30149900
40141267
101126466
Full Address
2 E Hutton Center Dr Unit# 200
Street Number
2
Street Direction
E
Street Name
Hutton Center
Street Suffix
Dr
Unit Number
200
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Section: 362S162-33 (33 ksi) Single C Stud (punched) <br />Maxo =440.9 ft-lb 1023.6 lbVa =I =0.55 in^4 <br />Loads have not been modified for strength checks <br />Loads have not been modified for deflection calculations <br />Bridging Connectors - Design Method =AISI S100 <br />Span KyLy, KtLt <br />Flexual, <br />Distortional Connector <br />Stress <br />Ratio <br />Axial <br />Span 60.0", 60.0"60.0", 127.2"LSUBH3.25 (Min)0.03 <br />Web Crippling <br />Support Load (lb)(in)Max Int.Stiffener? <br />Bearing Pa M <br />(lb)(ft-lbs) <br />R1*26.50 1.00 NO0.0 0.10143.2 <br />R2*26.50 1.00 NO0.0 0.10143.2 <br />"*" after support means punched near support <br />Code Check Required Interaction NotesAllowed <br />Max. Axial, lbs 322.0(c)20%KΦ=0.00 lb-in/in Max KL/r = 971606.7(c)Span <br />Max. Shear, lbs 26.5 5%Shear (Punched)521.2 <br />Max. Moment (MaFy, Ma-dist), ft-lbs 70.2 16%Ma-dist (control),KΦ=0.00 lb-in/in434.5 <br />Moment Stability, ft-lbs 70.2 17%408.4 <br />Shear/Moment 0.16 16%Shear 0.0, Moment 70.21.00 <br />Deflection Span, in 0.087 --meets L/1456-- <br />Support Rx(lb)Ry(lb)Simpson Strong-Tie Connector <br />Connector <br />Interaction <br />Anchor <br />Interaction <br />NAR1322.0 26.5 NABy Others & Anchorage Designed by Engineer <br />NAR20.0 26.5 NABy Others & Anchorage Designed by Engineer <br />* Reference catalog for connector and anchor requirement notes as well as screw placement requirements <br />www.strongtie.comSIMPSON STRONG-TIE COMPANY INC. <br />Project Name: <br />Model:Brace <br />AISI S100-16w/S2-20Code: <br />Page 1 of 1 <br />Date: 03/15/2026 <br />Simpson Strong-Tie® CFS Designer™ 5.2.2.0 <br />7 <br />7. <br />5 <br /> <br />f <br />t <br /> <br />( <br />M <br />a <br />x <br />. <br />) <br />10.6 <br /> <br />f <br />t <br />Fb <br />Fbracing=228Ibx1.414 =322 Ib <br />Fb=228 Ib <br />Fbra <br />c <br />i <br />n <br />g <br />BOTTOM OF STRUCT <br />FLOOR ASSEMBLY <br />250S162-33 CUT FLANGE & <br />BEND WEB FOR ATTACHMENT <br />SEE PLAN FOR LOCATION, <br />INSTALL BRACE IN PAIR45 <br />. <br />0 <br />0 <br />° <br />(3) #10 SCREWS
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