S1-Typical Section @ Reinforced Core 

S2 - Typical Section @ Non-Reinforced Core (Note: - DB9 Top Flange Will be Above the Slab and Within Depth of
Topping.

S3 - Typical Section: Reinforced Core with 2" Concrete Topping (Details S4, S5, & S6 are Similar for DB9 (Note: - Grout
to Attain 4,000 PSI Prior to Topping.

S4 - Typical Section: 8" GIRDER-SLAB@ system Altemate Slab Bearing (Note: - DB9 Top Flange Will be Above the Slab
and Within Depth of Topping.

S5 - Typical Section: 8" GIRDER-SLAB@ system Bearing on WF Beam (Note: - Review Unbraced Length of Beam.
Check Web For Shear Reinforcement.)

S6 - Typical Section: 8" GIRDER-SLAB@ system Without WF Spandrel Beam (Note: - To Be Used When No Spandrel
Beam and Slab Diaphragm Span 30'-0". Special PlankActing as Diaphragm Chord.)

S7 - Typical Section: 8" Precast Slab End Bearing on WF Spandrel Beam (Note: - Stabilize Beams and Slabs Until All
Grouting and Welding is Complete.)

S8 - Typical Section: 8" Precast Slab Upset Longitudinal Spandrel Beam

S9 - Typical Section: 8" Precast Slab End Bearing on WF Interior Beam (Note: - Stabilize Beams and Slabs Until All
Grouting and Welding is Complete.)

SIO - Typical Section: 8" Precast Slab at Elevator Door Sill

SII - Typical Section: 8" Precast Slab Longitudinal Bearing on WF Spandrel Beam

S12 - Precast Slab Support Detail

S13 - Typical Section Thru WF Colummn at Grout Pour Stop

S14 - Typical Brace Connection Clear of Plank

Sl 5 - Examples of D-BEAM@ Connections to WF Columns (Note: - Check FAQs on Connection Design.)

S16 - Typical "Tree" Column Elevation (Note: - Stabilize Beams and Slab Until All Grouting is Complete.)

Sl 7 - Typical Plan/Elevation: 8" D-BEAM@ Connection to HSS Column (Note: - Used at exposed columns with concealed
connections. - Must note to stabilize all D-BEAM@s. - Modify with Bolts Outside of D-BEAM@ for Normal