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2350 S Pullman St-Phase I-DEF 1-Concrete Foundation Underpinning - Plan
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2350 S Pullman St-Phase I-DEF 1-Concrete Foundation Underpinning - Plan
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Last modified
2/24/2026 5:02:31 AM
Creation date
2/24/2026 5:00:42 AM
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Plan
Permit Number
20184030
30147790
40139535
101120904
101120905
101120906
Full Address
2350 S Pullman St
Street Number
2350
Street Direction
S
Street Name
Pullman
Street Suffix
St
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D199=0.9DU+0.9DLw+0.9DLf+WDMWF+WZMWF+0.9H <br />D200=0.9DU+0.9DLw+0.9DLf+WDCC+WZCC+0.9H <br />D201=0.9DU+0.9DLw+0.9DLf+WDMWF-WZMWF+0.9H <br />D202=0.9DU+0.9DLw+0.9DLf+WDCC-WZCC+0.9H <br />D203=0.9DU+0.9DLw+0.9DLf+WUMWF+WXMWF+0.9H <br />D204=0.9DU+0.9DLw+0.9DLf+WUCC+WXCC+0.9H <br />D205=0.9DU+0.9DLw+0.9DLf+WUMWF-WXMWF+0.9H <br />D206=0.9DU+0.9DLw+0.9DLf+WUCC-WXCC+0.9H <br />D207=0.9DU+0.9DLw+0.9DLf+WUMWF+WZMWF+0.9H <br />D208=0.9DU+0.9DLw+0.9DLf+WUCC+WZCC+0.9H <br />D209=0.9DU+0.9DLw+0.9DLf+WUMWF-WZMWF+0.9H <br />D210=0.9DU+0.9DLw+0.9DLf+WUCC-WZCC+0.9H <br />D211=0.7308DU+0.7308DLw+0.7308DLf+2.6EhX+1.6H <br />D212=0.7308DU+0.7308DLw+0.7308DLf-2.6EhX+1.6H <br />D213=0.7308DU+0.7308DLw+0.7308DLf+2.6EhZ+1.6H <br />D214=0.7308DU+0.7308DLw+0.7308DLf-2.6EhZ+1.6H <br />D215=0.7308DU+0.7308DLw+0.7308DLf+2.6EhX+0.9H <br />D216=0.7308DU+0.7308DLw+0.7308DLf-2.6EhX+0.9H <br />D217=0.7308DU+0.7308DLw+0.7308DLf+2.6EhZ+0.9H <br />D218=0.7308DU+0.7308DLw+0.7308DLf-2.6EhZ+0.9H <br />MEMBER :83 Length :29.551 [ft]Node J :74 <br />Material :A992 Gr50 Section :W 10X49 Node K :77 <br />------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Envelopes : <br />M33 bending moment:V2 shear forces: <br />Moments [Kip*ft], Length [ft]Forces [Kip], Length [ft] <br />M22 bending moment:V3 shear forces: <br />Moments [Kip*ft], Length [ft]Forces [Kip], Length [ft] <br />Axial forces:Torsional moments: <br />Forces [Kip], Length [ft]Moments [Kip*ft], Length [ft] <br />------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />MEMBER :200 Length :30.748 [ft]Node J :207 <br />Material :A992 Gr50 Section :W 10X49 Node K :14 <br />------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Envelopes : <br />M33 bending moment:V2 shear forces: <br />Moments [Kip*ft], Length [ft]Forces [Kip], Length [ft] <br />Page4 <br />12.4 <br />2350 S Pullman St - <br />Phase I3/4/2025
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