TYPICAL SECTION | GSI | Girder Slab Intl

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ガーダースラブ®システム

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Typical Section @ Reinforced Core Sl

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Typical Section @ Non-Reinforced Core S2

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Reinforced Core with 2" Concrete Topping S3

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8" GIRDER-SLAB@ system Alternative Slab Bearing S4

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8" GIRDER-SLAB@ system Bearing on WF Beam S5

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8" GIRDER-SLAB@ system Without WF Spandrel Beam S6

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8" GIRDER-SLAB@ system Bearing on WF Beam S5

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8" Precast Slab End Bearing on WF Spandrel Beam S7

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8" Precast Slab at Elevator Door Sill SIO

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8" Precast Slab Longitudinal Bearing on WF Spandrel Beam SII

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8" Precast Slab End Bearing on WF Interior Beam S9

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Precast Slab Support Detail S12

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Typical 'Tree" Column Elevation S16

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Typical Plan/ELevation: 8" D-BEAM@ Connection to HSS Column S17

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Typical Section Thru WF Column at Grout Pour Stop S13

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Examples of D-BEAM@ Connections to WF Columns S15

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Typical Brace Connection Clear of Plank S14

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GIRDER-SLAB@ system With Rated Drywall Sofit Enclosure A1

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GIRDER-SLAB@ system With Drywall Chase Partition Enclosure A4

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GIRDER-SLAB@ system With Drywall Sofit/Partition Enclosure A3

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GIRDER-SLAB@ system With Rated Spray Fireproofing A2

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girder slab intl

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