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* * * S A F E T Y LONGITUDINAL SPACING=4 1/2 " (MIN) TRANSVERSE SPACING=3" (MIN) MAXIMUM SPACING=24" (REQUIRES A PLUG WELD WHEN STUD SPACING EXCEEDS 16") NOTES: STUDS AS SHOWN ARE MAX NUMBER ALLOWABLE PER DECK RIB USE ONLY ONE STUD PER RIB UNTIL NO OF STUDS EXCEEDS DECK RIBS AVAILABLE WHEN DOUBLING OR TRIPLING OF STUDS IN DECK RIBS BECOMES NECESSARY, BEGIN FROM EA END OF THE BEAM & PROCEED TOWARDS THE CENTER OF THE BEAM SPAN STUDS 3/4 " DIA UNO UNIFORMLY PLACE EQ NO’S OF STUDS EA SIDE OF BEAM CL (PURLIN) OR PLACE UNIFORMLY BETWEEN BEAM CL’S AS SHOWN ON PLAN (GIRDER) WHERE DIM EXCEEDS RIB 3/4" F CONDUITS ENTERING SLAB, SEE ELEC MIN SPA OF CONDUIT 3xCONDUIT DIA (3/4" MIN.) ONE CONDUIT PER DECK RIB ACHIEVE MIN SPA MAX CONDUIT DIA=1/3xT W/ DISTANCE SPECIFIED P A Y S * * * SEE PLAN C L BM C L BM SEE PLAN GIRDER SEE PLAN of Engineers 8" MAX EQ Louisville District EQ 2’-0" 3/4" CLR 3@12 DECK SPAN TSE TSE SEE PLAN SEE PLAN GIRDER (1) #4 CONT 5/16 " BENT PL W/ 1/2 " DIAx6" STUDS @ 12" OC (SHORE WHEN LONGER THAN 1’-4") EXTENT OF CONCRETE POUR (100’-0" MAX.) NOTES: JOINT LOCATIONS AS INDICATED ARE INTENDED TO ENSURE THAT CAMBER IS REMOVED PRIOR TO COMPOSITE ACTION OF CONCRETE & STEEL ALTERNATE LOCATIONS SHALL BE REVIEWED BY ENGINEER JOINTS PARALLEL TO PURLINS SHALL BE LOCATED BETWEEN PURLIN ALONG GRID AND FIRST ADJACENT PURLIN CONTINUE ALL SLAB REINF THROUGH CONSTRUCTION JOINT MIN SPA E PLACEMENT OF ELECTRICAL WITHIN COMPOSITE SLAB NO SCALE PLACEMENT OF HEADED STUDS WITHIN COMPOSITE SLAB NO SCALE US Army Corps COMPOSITE SLAB CONSTRUCTION JOINT LAYOUT NO SCALE TYP COMPOSITE SLAB EDGE DETAIL SCALE 3/4"=1’-0" 2" 2" COLUMN SEE PLAN SEE PLAN EXTERIOR WALL, SEE ARCH 2"MIN BRG LAP COLUMN CONT @ GRID D SUPPORT MESH ON CHAIRS TYP BEAM NOTE: COMPOSITE SLAB AND DECK NOT SHOWN FOR CLARITY L6x4x 5/16 (LLV) CONT #4x4’-0" @ 18"0.C OVER GIRDERS DRAPE MESH BETWEEN BEAMS TYP SEE PLAN SLAB EDGE, SEE PLAN AND 4/S513 2-12 3/16 3/8 " FITTED STIFF PL, SEE 5/S521 TBE DOUBLE ANGLE CONN @ GIRDER, SEE 9/S521 SINGLE PL CONN @ PURLIN, SEE 9/S521 SUPPORT BARS ON CHAIRS 3/16 TSE TSE TSE TSE SEE PLAN SEE PLAN SEE PLAN SEE PLAN 1/4 3-12 1/4 3-12 COLUMN 9A DETAIL SCALE 3/4"=1’-0" PL 3/4 x7 1/2"x1’-2" W/ (4) 3/4" DIA BOLTS 1/4 TBE SEE PLAN BOLTED JOIST CONN (GC TO COORD BOLT HOLES W/ STEEL SUPPLIER) SINGLE PLATE CONN SEE 7/S521 WF COLUMN AT SIM C COMPOSITE BEAM SEE PLAN COMPOSITE BEAM SEE PLAN TYP COMPOSITE DETAIL SCALE 3/4"=1’-0" L6x6x3/8x0’-8" AT EA JOIST LOC TYP GIRDER DETAIL SCALE 3/4"=1’-0" TYP COLUMN CONNECTION DETAIL SCALE 3/4"=1’-0" 8" 8" BEAM 9A S513 DETAIL SCALE 3/4"=1’-0" DETAIL SCALE 3/4"=1’-0" SEE PLAN CMU WALL, SEE WALL ELEVATIONS FOR REINF (2) #4 CONT @ SLAB EDGE B ’FLUSH’ EMBED PL EP-1 @ 2’-8" OC, SEE SCHED ON SHEET S601 BEAM 3/16 DOUBLE ANGLE CONNECTION, SEE 6/S521 TSE SEE PLAN DECK ANGLE, SEE 12/S513 (NO ANGLE AT SIM) SEE 4/S513 (2) #4 CONT @ SLAB EDGE TSE TSE TBE SEE PLAN SEE PLAN SEE PLAN T/O EP=TBE 3/16 2-12 3/16 2-12 1/4 3" ROOF DECK NOTCH AT COL END OF DECK BEYOND SEE PLAN BENT PL 3/8x4x0’-5 7/8 " CONT SEE PLAN VARIES DBL ANGLE CONN, SEE 6/S521 SIDES L3x3x1/4 CONT EMBED PL EP-5, SEE SCHED ON SHEET S601 1/4 1/4 ROOF DECK DETAIL SCALE 3/4"=1’-0" 11 DETAIL SCALE 3/4"=1’-0" 12 DETAIL 13 SCALE 3/4"=1’-0" * * * S U P P O R T V A L U E E N G I N E E R I N G - I T P A Y S * * * DETAIL SCALE 3/4"=1’-0" BEAM HSS GIRT SHEET REFERENCE NUMBER: L6x6x3/8x0’-6" 10 FITTED STIFFENER PL HSS2 1/2 x2 1/2 x 3/16 x0’-4" SPACER AT COL TBE BEAM BASE PL, SEE 9/S513 JBE 1/4 JBE A 1/2 " PL 3/4x6x1’-6" W/ (2) 3/4 " DIA BOLTS (WELD BEAM TO CAP PL AFTER INSTALLATION) DECK DIRECTION VARIES SEE PLAN CMU WALL, SEE WALL ELEVATIONS FOR REINF COLUMN STIFF PL EA SIDE, SEE 5/S521 14 DETAIL SCALE 3/4"=1’-0" S513 CERTIFIED FINAL DESIGN