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1820 E 17th St - Plan
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1820 E 17th St - Plan
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Entry Properties
Last modified
2/13/2026 5:03:00 AM
Creation date
2/13/2026 5:01:08 AM
Metadata
Fields
Template:
Plan
Permit Number
101122093
Full Address
1820 E Seventeenth St
Street Number
1820
Street Direction
E
Street Name
Seventeenth
Street Suffix
St
Document Relationships
101122093 - Permit
(Permit - Plan)
Path:
\Building\Permits\S\Seventeenth St\1820 E Seventeenth St
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Software licensed to EW-Webb Engineeering Inc <br /> Job Title <br /> Client <br /> Job No Sheet No Rev <br /> Part <br /> Ref <br /> By Date Chd <br />File Date/Time <br />2024-129 3 <br />Frame at Knee Line <br />FernandezJoseph <br />EWW 10/18/24 <br />18-Oct-2024 10:37Frame.std <br /> Print Time/Date: 27/01/2025 15:22 Print Run 3 of 4STAAD.Pro for Windows Release 2005 <br /> Basic Load Cases <br />Number Name <br />1 GRAVITY LOAD <br />2 LATERAL LOAD <br /> Combination Load Cases <br />Comb.Combination L/C Name Primary Primary L/C Name Factor <br />3 COMBINATION LATERAL + GRAVITY 1 GRAVITY LOAD 0.60 <br />2 LATERAL LOAD 1.00 <br /> Selfweight : 1 GRAVITY LOAD <br />Direction Factor <br />Y -1.000 <br /> Node Loads : 2 LATERAL LOAD <br />Node FX <br />(lb) <br />FY <br />(lb) <br />FZ <br />(lb) <br />MX <br />(kip-in) <br />MY <br />(kip-in) <br />MZ <br />(kip-in) <br />2 18.7E 3 ----- <br /> Node Displacements <br />Node L/C X <br />(in) <br />Y <br />(in) <br />Z <br />(in) <br />Resultant <br />(in) <br />rX <br />(rad) <br />rY <br />(rad) <br />rZ <br />(rad) <br />1 0.000 0.000 0.000 0.000 0.000 0.000 -0.000 <br /> 0.000 0.000 0.000 0.000 0.000 0.000 -0.006 <br /> 0.000 0.000 0.000 0.000 0.000 0.000 -0.006 <br />2 0.012 -0.000 0.000 0.012 0.000 0.000 -0.000 <br /> 0.478 0.001 0.000 0.478 0.000 0.000 -0.003 <br /> 0.485 0.001 0.000 0.485 0.000 0.000 -0.004 <br />3 0.000 0.000 0.000 0.000 0.000 0.000 -0.000 <br /> 0.000 0.000 0.000 0.000 0.000 0.000 -0.003 <br /> 0.000 0.000 0.000 0.000 0.000 0.000 -0.003 <br />4 0.013 -0.001 0.000 0.013 0.000 0.000 0.000 <br /> 0.482 -0.002 0.000 0.482 0.000 0.000 0.000 <br /> 0.489 -0.003 0.000 0.490 0.000 0.000 0.000 <br />Fx= 18,700 lbs
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