Technical Drawings

ARCHITECTURAL PRECAST CONCRETE

Architectural Precast Concrete Caulking-Joint Detail
Architectural Precast Panels Connected to a Steel Structure 1
Architectural Precast Panels Connected to a Steel Structure 2
Architectural Precast Panels Connected to a Steel Structure 3
Connection Details for Architectural Precast Panels Connected to a Steel Structure 1
Multistorey Wall Panels Connected to a Concrete Structure 1
Multistorey Wall Panels Connected to a Concrete Structure 2
Connection Details for Multistorey Wall Panels Connected to a Concrete Structure 1
Connection Details for Multistorey Wall Panels Connected to a Concrete Structure 2
Granite Face Rain Screen Panel Detail (Insulated) 1
Granite Face Rain Screen Panel Detail (Insulated) 2

PRECAST CONCRETE INSULATED WALL PANELS

Connection Details for Insulated Wall Panels 1
Insulated Wall Panel Drawing 1
Typical Wall Panel Section 1
Typical Wall Panel Section 2
Insulated Wall Panel Caulking-Joint Detail

PARKING GARAGE

Pre-Topped Double Tees and Inverted Tee Beam Connection for Parking Structures
Pre-Topped Double Tee and L Beams At Expansion Joint
Pre-Topped Double Tee Supported By Wall Corbel
Pre-Topped Double Tee with Cast-In Wash at Wall
Double Tees Supported on Interior Walls
Double Tees at Top of Wall
Pre-Topped Double Tee Supported on Spandrel
Double Tee with Cast-in-Place (C.I.P.) Wash Supported by Spandrel
Non-Bearing Spandrel at Double Tee Connection with C.I.P. Wash
Non-Bearing Spandrel at Pre-Topped Double Tee Connection
Inverted Tee Beams to Column
Inverted Tee Beams at Wall Connection
Double Tee to Double Tee Flange Connection
Spandrel at Exterior Flat Column Connection

 

 

DISCLAIMER: The Canadian Precast/Prestressed Concrete Institute cannot accept responsibility of any errors or oversights in the use of this material or in the preparation of architectural or engineering plans. The design professional must recognize that this detail is intended for use by professional personnel competent to evaluate the significance and limitations of its contents and be able to accept responsibility for the application of the material it contains. Users are encouraged to offer comments to the Canadian Precast/Prestressed Concrete Institute on the content and suggestions for improvement. Questions regarding the information found in this detail should be directed to the Canadian Precast/Prestressed Concrete Institute.

 

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