Text on the drawing
PLAN NOTES: 1. REFER TO SHEET S0.01 FOR GENERAL STRUCTURAL NOTES. <+8"> CX INDICATES GRAVITY COLUMN TYPE, REFER TO SCHEDULE 1/S4.01; FOR COLUMN SIZES AT BRACED FRAMES, REFER TO BRACED FRAME ELEVATIONS. XXX.XX' T.O. SLAB 6. INDICATES TOP OF CONCRETE FILL ELEVATION. X SX.XX INDICATES TOP OF STEEL ELEVATION RELATIVE TO TYPICAL ADJACENT FLOOR ELEVATION (TOP OF CONCRETE FILL). VERIFY ALL DIMENSIONS, ELEVATIONS, FINISH SURFACE SLOPES, DRAINS, ETC. WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. 2. 3. 4. INDICATES BRACED FRAME ELEVATION. INDICATES STEP IN ELEVATION. 8. 9. XXX'-XX" T.O. STEEL 7. INDICATES TOP OF STEEL ELEVATION. 5. INDICATES HSS3X3X3/16 UP TO UNDERSIDE OF SECOND FLOOR FRAMING. HANGER VERIFY ALL MECHANICAL EQUIPMENT & DUCTWORK LOCATIONS, OPENINGS, AND MOUNTING DETAILS WITH MECHANICAL DRAWINGS PRIOR TO START OF CONSTRUCTION. VERIFY ELEVATOR OPENINGS AND NEED FOR GUIDE RAIL SUPPORT STEEL WITH ELEVATOR MANUFACTURER PRIOR TO CONSTRUCTION. 11. XX INDICATES CONNECTION TYPE; REF. SHEET S6.01 FOR SCHEDULES AND DETAILS; CONNECTION TYPES SHALL BE AS FOLLOWS, U.O.N: BEAM DESIGNATION CONNECTION TYPE W8, W10 W12, W14 W16, W18 W21 W24 W27 2 3 4 5 6 7 14. XS W 15. INDICATES FULL-DEPTH SHEAR PLATE CONNECTION; REF. DETAIL 4/S6.01 AND SCHEDULE 2/S6.01. INDICATES WELDED SHEAR PLATE CONNECTION; REF. DETAILS 4,5,&6/S6.01 AND SCHEDULE 2/S6.01. 16. INDICATES NUMBER OF 3/4"Ø x 4 1/2" HEADED STUDS EVENLY DISTRIBUTED ALONG BEAM LENGTH; REF. TYPICAL COMPOSITE BEAM STUD SPACING DETAIL. [XX] 17. INDICATES NUMBER OF 3/4"Ø x 4 1/2" HEADED STUDS EVENLY DISTRIBUTED BETWEEN WF BEAMS ON WF GIRDERS; REF. TYPICAL COMPOSITE BEAM STUD SPACING DETAIL. [X-X-X] 18. INDICATES UPWARD CAMBER AT MID-SPAN. c = x" REFER TO METAL DECK DETAILS FOR DECK REINFORCING AT OPENINGS; NOT ALL OPENINGS ARE NECESSARILY SHOWN; REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, & PLUMBING DRAWINGS. 19. INDICATES BRACED FRAME; BRACES, BEAMS, AND COLUMNS ARE MEMBERS OF THE SEISMIC LOAD RESISTING SYSTEM (SLRS); WELDED CONNECTIONS SHALL BE CONSIDERED "SEISMIC CRITICAL", REFER TO SHEET S0.01. 10. BRACED FRAME 20. INDICATES MEMBER THAT SHALL CONFORM TO EXPOSED STRUCTURAL STEEL (ESS) REQUIREMENTS. (ESS) INDICATES COLLECTOR MEMBER OF THE SEISMIC LOAD RESISTING SYSTEM (SLRS); WELDED CONNECTIONS SHALL BE CONSIDERED "SEISMIC CRITICAL", REFER TO SHEET S0.01. 12. INDICATES WELDED MOMENT CONNECTION. A.S. 13. INDICATES L3x3x1/4 ANGLE STRUT CONNECTION; REF. DETAIL 12/S6.01 21. 22. 23.
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