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Details: Concrete Repair
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Concrete Facade & Exterior Repair
StoPur™ Traffic Deck Coating System
Sto Waterproofing


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Concrete Facade & Exterior Repair

Description

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Concrete Deck Spalls: Moderate

R1.1.2

R1.1.2

Concrete Deck Spalls: Severe

R1.1.3

R1.1.3

Concrete Beam or Joist Spalls: Moderate

R1.2.2

R1.2.2

Concrete Beam or Joist Spalls: Severe

R1.2.3

R1.2.3

Overhead Concrete Spalls: Moderate

R1.5.2

R1.5.2

Overhead Concrete Spalls: Severe

R1.5.3

R1.5.3

Column Concrete Spalls: Moderate

R1.6.2

R1.6.2

Column Concrete Spalls: Severe

R1.6.3

R1.6.3

Concrete Corbel Spalls: Moderate

R1.7.2

R1.7.2

Concrete Corbel Spalls: Severe

R1.7.3

R1.7.3

Deck Overlay Scaling: Moderate

R2.1

R2.1

Deck Overlay Spalling: Severe

R2.3

R2.3

Cracks: Rout and Seal

R3.1

R3.1

Crack Repair: Epoxy Injection

R3.3.1

R3.3.1

Cracks: Active Water Leaks

R3.4

R3.4

Control Joints

R4.1

R4.1

Interior Construction Joint: Floors with Foot/Wheel Traffic

R4.2

R4.2

Expansion Joints

R4.3

R4.3

Horizontal Dowelling for Partial or Full-Depth Repairs

R5.1

R5.1

Guard Rail/Handrail: Embedded

R6.1

R6.1

Guard Rail/Handrail: Surface Mount

R6.2

R6.2


StoPur™ Traffic Deck Coating System

Description

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Crack Treatment

DC-1-A

DC-1-A

DC-1-A

Sawcuts at Precast Joints

DC-1-B

DC-1-B

DC-1-B

Expansion Joints

DC-3-A

DC-3-A

DC-3-A

High Movement Joint

DC-3-B

DC-3-B

DC-3-B

Mechanical Expansion Joint

DC-3-C

DC-3-C

DC-3-C

Vertical Transitions

DC-4

DC-4

DC-4

Drain

DC-6

DC-6

DC-6

Parking Bumpers

DC-7

DC-7

DC-7

Pipe Penetration

DC-8-A

DC-8-A

DC-8-A

Anchored Penetrations

DC-8-B

DC-8-B

DC-8-B

Vertical Termination

DC-9-A

DC-9-A

DC-9-A

Horizontal Termination

DC-9-B

DC-9-B

DC-9-B

Typical Cross-Sections

DC-10

DC-10

DC-10


Sto Waterproofing

Description

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Waterproofing Deck/Wall Interface

9.5.1

9.5.1

9.5.1

9.5.1

9.5.1

Waterproofing Deck

9.5.2

9.5.2

9.5.2

9.5.2

9.5.2

Waterproofing Deck at Drain

9.5.3

9.5.3

9.5.3

9.5.3

9.5.3

Waterproofing for Raised Deck

9.5.4

9.5.4

9.5.4

9.5.4

9.5.4


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