Typical Sections

The GIRDER-SLAB® system

Typical Section @ Reinforced Core

S1

Typical Section @ Non-Reinforced Core

S2

Reinforced Core with 2" Concrete Topping

S3

8" GIRDER-SLAB® system Alternative Slab Bearing

S4

8" GIRDER-SLAB® system Bearing on WF Beam

S5

8" GIRDER-SLAB® system Without WF Spandrel Beam

S6

8" Precast Slab End Bearing on WF Spandrel Beam

S7

8" Precast Slab Upset Longitudinal Spandrel Beam

S8

8" Precast Slab End Bearing on WF Interior Beam

S9

8" Precast Slab at Elevator Door Sill

S10

8" Precast Slab Longitudinal Bearing on WF Spandrel Beam

S11

Precast Slab Support Detail

S12

Typical Section Thru WF Column at Grout Pour Stop

S13

Typical Brace Connection Clear of Plank

S14

Examples of D-BEAM® Connections to WF Columns

S15

Typical "Tree" Column Elevation

S16

Typical Plan/Elevation: 8" D-BEAM® Connection to HSS Column

S17

GIRDER-SLAB® system With Rated Drywall Soffit Enclosure

A1

GIRDER-SLAB® system With Rated Spray Fireproofing

A2

GIRDER-SLAB® system With Drywall Soffit/Partition Enclosure

A3

GIRDER-SLAB® system With Drywall Chase Partition Enclosure

A4