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The SGBS
TYPICAL SECTION
Typical Section @ Reinforced Core S1
Typical Section @ Non-Reinforced Core S2
S3 - Typical Section: Reinforced Core with 2" Concrete Topping (Details S4, S5, & S6 are Similar for
8" GIRDER-SLAB@ system Alternative Slab Bearing S4
8" GIRDER-SLAB@ system Without WF Spandrel Beam S6
8" GIRDER-SLAB@ system Bearing on WF Beam S5
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
9.-s9
9.-s9 (1)
8.-s8 (1)
8" Precast Slab at Elevator Door Sill SIO
8" Precast Slab Longitudinal Bearing on WF Spandrel Beam SII
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 Sofit Enclosure A1
GIRDER-SLAB@ system With Rated Spray Fireproofing A2
GIRDER-SLAB@ system With Drywall Sofit/Partition Enclosure A3
GIRDER-SLAB@ system With Drywall Chase Partition Enclosure A4
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