 TYPICAL SECTIONS
  The GIRDER-SLAB® system

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Girder-Slab System Typical Sections Download

Name

First Name

Last Name

Company

Address

Street Address

Address Line 2

City

State / Province / Region

Postal / Zip Code

Country

Phone Number

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Email Address

Project Type

Story Height

Project Location

Additional Comments

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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

Structural

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

Architectural

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

Architectural content

"Averaging 1.5 psf for basic floor framing on this project is extremely low, as is 7.4 psf overall. But even with such good structural efficiency, structural steel would not even have been considered were it not for the low floor-to-floor heights achievable with the GIRDER-SLAB® system."

- JANIS VACCA, P.E., & CLIFFORD SCHWINGER, P.E. The Harman Group, Inc.

"Both my client and I are pleased with our choice of the GIRDER-SLAB® system. We achieved both our low floor to floor and budget requirements. The speed of erection of the GIRDER-SLAB® system enabled us to realize a construction schedule of only 16 months."

- WILLIAM A. ALESKER Alesker & Dundon Architects, LLC

"Our decision to use the GIRDER-SLAB® system allowed us to erect the building in record time. The General Contractor was able to expedite the overall construction. This resulted in construction cost savings and significant early revenue generation."

- JAMES BRADY, PRESIDENT Olympia Development

"Our first Girder-Slab project is complete, and turned out very well. The owner is very pleased, and the structure went up quickly, with very few issues. I look forward to working with you in the future."

- B. KEITH BRENNER, P.E. Harriman Associates