AISC Design Guide 22 – Facade Attachments To Steel Framed Buildings, Contents:
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INTRODUCTION
1.1 OBJECTIVE AND SCOPE
1.2 FUNDAMENTALS OF FAÇADE PERFORMANCE
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GENERAL DESIGN CRITERIA FOR ATTACHMENT OF FAQADES
2.1 STRUCTURAL INTEGRITY
2.1.1 Gravity Loads
2.1.2 Wind Loads
2.1.3 Seismic Loads
2.1.4 Loads from Restraint of Movement
2.2 ACCOMMODATING RELATIVE MOVEMENT
2.3 DURABILITY OF ATTACHMENTS
2.4 ACCOUNTING FOR TOLERANCE AND CLEARANCES
2.5 CONSTRUCTABILITY AND ECONOMY
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OVERVIEW OF RESPONSIBILITIES FOR FAQADE ATTACHMENT
3.1 THE OWNER’S RESPONSIBILITIES
3.2 THE ARCHITECT’S RESPONSIBILITIES
3.3 THE SER’S RESPONSIBILTITES
3.4 THE SSE’S RESPONSIBILITIES
3.5 THE GENERAL CONTRACTOR’S AND CONSTRUCTION MANAGER’S RESPONSIBILITIES . .
3.6 THE FACADE CONTRACTOR’S RESPONSIBILITIES
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ACCOMMODATING CONSTRUCTION TOLERANCES AND CLEARANCES IN THE FAQADE ATTACHMENT
4.1 TYPES OF TOLERANCES
4.2 STRUCTURAL STEEL TOLERANCES
4.3 FACADE MATERIAL AND ERECTION TOLERANCES
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DESIGN OF SLAB EDGE CONDITIONS FOR FAQADE ATTACHMENTS
5.1 GENERAL APPROACHES
5.2 SLAB EDGE DETAILS WITH LIGHT-GAGE METAL POUR STOPS
5.3 SLAB EDGE DETAILS WITH STRUCTURAL STEEL BENT PLATES OR OTHER STEEL EDGE MEMBERS
5.3.1 Case 1-Bent Plate Used as a Pour Stop Only
5.3.2 Case 2-Bent Plate Used as a Pour Stop and a Means of Attaching the Facade to the Slab
5.3.3 Case 3-Bent Plate Transmits the Overhang Loads; the Slab Transverse Shear and Flexural Strength are Neglected
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DESIGN OF STEEL SPANDREL BEAMS
6.1 GENERAL DESIGN CONSIDERATIONS
6.2 DESIGN OF THE SPANDREL BEAM FOR VERTICAL LOADS
6.3 DESIGN OF THE SPANDREL BEAM FOR TORSION DESIGN EXAMPLES
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MASONRY CAVITY WALL SYSTEMS WITH CONCRETE MASONRY UNIT OR METAL STUD BACK-UP
7.1 GENERAL DESCRIPTION OF MASONRY CAVITY WALL SYSTEMS
7.2 STRATEGIES FOR SUPPORT OF MASONRY CAVITY WALL SYSTEMS
7.3 PARAMETERS AFFECTING DESIGN OF MASONRY CAVITY WALL SUPPORTS
7.3.1 Architectural Decisions That Impact the Design of the Masonry Cavity Wall
7.3.2 Dimensional Considerations
7.3.3 Field Adjustability
7.3.4 Movement Requirements
7.3.5 Durability
7.4 DESIGN RESPONSIBILITIES FOR MASONRY CAVITY WALLS
7.5 DESIGN OF SHELF ANGLES
7.6 HUNG SHELF ANGLE—BACK-UP SUPPORTED BY SLAB
7.7 HUNG SHELF ANGLE—BACK-UP RUNS BY SLAB EDGE
7.8 SHELF ANGLE SUPPORTED AT SLAB EDGE
7.9 POTENTIAL PROBLEMS WITH SUPPORT AND ANCHORAGE OF MASONRY CAVITY WALL DESIGN EXAMPLES
Determination of Deflections for Structures Supporting Brick Veneers … Selection of Shelf Angles to Support Brick Veneer Cladding
Shelf Angle for Brick Veneer Supported by Medium Hanger System on Floor Spandrel Beam
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PRECAST CONCRETE WALL PANELS
8.1 GENERAL DESCRIPTION OF PRECAST CONCRETE WALL PANEL SYSTEMS
8.2 STRATEGIES FOR SUPPORT OF PRECAST CONCRETE WALL PANELS
8.3 PARAMETERS AFFECTING THE DESIGN OF PRECAST CONCRETE WALL PANEL SUPPORTS
8.3.1 Architectural Layout of Panels
8.3.2 Movement Requirements
8.3.3 Magnitude of Seismic Forces
8.3.4 Field Adjustability for Tolerances and Clearances
8.3.5 Durability
8.3.6 Fire-Safing
8.4 DESIGN RESPONSIBILITIES FOR PRECAST CONCRETE WALL PANELS
8.5 CONNECTION TYPES
8.6 COLUMN-SUPPORTED STORY-TALL PANEL
8.7 COLUMN-SUPPORTED SPANDREL PANEL
8.8 SPANDREL-SUPPORTED STORY-TALL PANEL
8.9 SPANDREL-SUPPORTED SPANDREL PANEL
8.10 PORTENTIAL PROBLEMS WITH SUPPORT AND ANCHORAGE OF PRECAST CONCRETE WALL PANELS
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ALUMINUM CURTAIN WALLS
9.1 GENERAL DESCRIPTION OF ALUMINUM CURTAIN WALL SYSTEMS
9.2 STRATEGIES FOR SUPPORT OF ALUMINUM CURTAIN WALLS
9.3 PARAMETERS AFFECTING THE DESIGN OF ALUMINUM CURTAIN WALL SUPPORTS
9.4 DESIGN RESPONSIBILITIES FOR ALUMINUM CURTAIN WALLS
9.5 CONNECTION TYPES
9.6 POTENTIAL PROBLEMS WITH SUPPORT AND ANCHORAGE OF ALUMINUM CURTAIN WALLS
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GLASS-FIBER-REINFORCED CONCRETE (GFRC) PANELS AND OTHER LIGHTWEIGHT SYSTEMS
10.1 GENERAL DESCRIPTION OF GLASS-FIBER- REINFORCED CONCRETE PANELS AND OTHER LIGHTWEIGHT SYSTEMS
10.2 STRATEGIES FOR SUPPORT OF GFRC PANEL SYSTEMS
10.3 PARAMETERS AFFECTING THE DESIGN OF GFRC PANEL SUPPORTS
10.4 DESIGN RESPONSIBILITIES FOR GFRC PANEL SYSTEMS
10.5 CONNECTION TYPES
10.6 GFRC SINGLE-SKIN FULL-STORY PANEL
10.7 GFRC SINGLE-SKIN SPANDREL PANEL
10.8 POTENTIAL PROBLEMS WITH SUPPORT AND ANCHORAGE OF GFRC PANEL SYSTEMS
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EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) PANELS
11.1 GENERAL DESCRIPTION OF EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) PANELS
11.2 STRATEGIES FOR SUPPORT OF EIFS PANEL SYSTEMS
11.3 PARAMETERS AFFECTING THE DESIGN OF EIFS PANEL SUPPORTS
11.4 DESIGN RESPONSIBILITIES FOR EIFS PANELS
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THIN STONE VENEER FACADE SYSTEMS
12.1 GENERAL DESCRIPTION OF THIN STONE VENEER FAQADE SYSTEMS
12.2 STRATEGIES FOR SUPPORT OF THIN STONE VENEER SYSTEMS
12.3 PARAMETERS AFFECTING THE DESIGN OF THIN STONE VENEER PANEL SUPPORTS
12.4 DESIGN RESPONSIBILITIES FOR THIN STONE VENEER FACADE SYSTEMS
APPENDIX A. RESULTS OF FINITE ELEMENT MODELS TO STUDY THE EFFECT OF SLAB/DECK TRANSLATIONAL RESTRAINT ON SPANDREL BEAMS
A.1 GENERAL DESCRIPTION OF MODELS
A.2 ALTERNATIVE METHODS TO APPROXIMATE TORSIONAL DEFLECTIONS OF TOP-FLANGE- RESTRAINED BEAMS
A.3 DISCUSSION OF RESULTS
A.4 CONCLUSIONS AND DESIGN RECOMMENDATIONS REFERENCES
AISC Design Guide 22 – Facade Attachments To Steel Framed Buildings
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