An HSS beam connects to a wide-flange girder with specified notes for typical post locations and corner conditions. The top of steel is established at elevation twenty-five feet zero inches and verified with architectural drawings. Additional notes indicate that perpendicular wide-flange beams are omitted for clarity and alternative bolted connections reference detail ten on sheet S-501.
14 S-032 TYP NOTES: 1. LOCATE HSS POSTS PER PLAN. 2. PIPE KICKER NOT REQUIRED FOR CORNER POSTS. TOS=25'-0" VERIFY W/ ARCH NOTES: 1. WF BEAM PER PLAN PERP TO GIRDER NOT SHOWN FOR CLARITY AS OCCURS. 2. REFERENCE ARCHITECTURAL DRAWINGS FOR EXTERIOR FINISHES NOT SHOWN. 3. FOR ALT BOLTED CONNECTION, SEE DETAIL / 10 S-501 1" = 1'-0" HSS BEAM TO WF GIRDER 6
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