Site Conditions / Hydrostatic / E.Protect Pre-Applied

E.Protect is designed to provide a redundant and high level of below-grade hydrostatic waterproofing protection, but where site conditions or budget considerations might not require E.Protect+. E.Protect also provides unparalleled protection against chlorinated volatile organic compounds (VOCs), methane gas and petroleum hydrocarbons. E.Protect is the first pre-applied system ever developed for underslab and blindside applications to combine in one system what others might utilize as three completely independent systems. Compatible with all types of building foundations and structural shotcrete, the main difference between E.Protect and E.Protect+ is the absence of a head-welded base sheet.

Highlights

Redundant, with three layers of different waterproofing protection to create a composite system that is superior to the materials used on their own.

Provides the highest level of chemical resistance to a wide range of contaminants found in soil and groundwater.

It's seamless.

Have questions?

EPRO can help select the right system for your project conditions.

Tell Us More

Image Gallery

Hydrostatic

E.Protect+ Pre-Applied

E.Protect Pre-Applied

PreTak

NovaTak

E.Protect+ Post-Applied

E.Protect Post-Applied

Highlights

Have questions?

Image Gallery

Document Library

Warranties

Hydrostatic

E.Protect+ Pre-Applied

E.Protect Pre-Applied

PreTak

NovaTak

E.Protect+ Post-Applied

E.Protect Post-Applied

Site Conditions / Hydrostatic / E.Protect Pre-Applied

Highlights

Technical Resources

Approvals & Endorsements

City of Los Angeles Methane Approval

County of Los Angeles Approval

NSF Approval 2015

Architectural Drawings

1.140.1.1.02 E.Preformance Underslab Assembly - Transition to E.Protect Shoring Assembly - Wood Lagging

2.100.1 Underslab Assembly

2.100.2 Underslab Assembly w/Protection Slab

2.100.3 Underslab Assembly w/Base & Protection Slab

2.100.4 Underslab Assembly w/Base Slab

2.110.1 Underslab e.base 205 Overlap

2.120.1 Underslab Pipe Penetration

2.121.1 Underslab Precast Pile Penetration

2.122.1 Underslab Auger Cast Pile Penetration

2.122.2 Underslab Auger Cast Pile Penetration w/Mud Slab

2.122.3 Underslab Auger Cast Pile Penetration w/Base & Protection Slab

2.122.4 Underslab Auger Cast Pile Penetration w/Base & Protection Slab w/Multiple Rebar

2.124.1 Underslab Penetration Rock Anchor - Hydrostatic

2.125.1 Underslab Penetration Pipe Hanger Penetration - Hydrostatic

2.126.1 Underslab Penetration Raker Footing - Option 1

2.126.2 Underslab Penetration Raker Footing - Option 2

2.127.1 Underslab Dewatering Well

2.140.1.1 Underslab Assembly - Transition to Shoring Assembly - Wood Lagging

2.140.1.1.01 E.Protect Underslab Assembly - Transition to E.Proformance Shoring Assembly - Wood Lagging

2.140.2.1 Underslab Assembly - Transition to Shoring Assembly - Shotcrete

2.140.3.1 Underslab Assembly - Transition to Shoring Assembly - Sheet Pile

2.141.1 Underslab Construction Joint - Step One

2.141.2 Underslab Construction Joint - Step Two

2.141.3 Underslab Raker Pad at Mab Slab Construction Joint - Step One

2.142.1 Underslab Under Grade Beam

2.142.2 Underslab Under Pile Cap

2.142.3 Underslab Below Grade Beam Assembly- Sloped

2.143.1 Underslab Assembly Transition to Overexcavated Wall

2.170.1 Underslab Assembly Repair

2.180.1 Underslab Elevator Pit Termination - Pit Only

2.300.1 Shoring Standard Assembly

2.300.1.1 Shoring Standard Assembly with Insulation

2.300.1.2 Shoring Standard Assembly with Asphalt Board and No Drainboard

2.300.2 Shotcrete Shoring Assembly

2.300.3 Soil Mix Design Shoring Assembly

2.302.1 Shoring Back Lagging Assembly

2.302.2 Shoring Back Lagging at Slab to Wall Interface

2.303.1 Sheet Pile Assembly

2.303.2 Sheet Pile Assembly w/Plywood

2.303.3 Sheet Pile Assembly w/Plywood & No Drainboard

2.303.4 SHEET PILE ASSEMBLY - NO DRAINBOARD

2.312.1 Shoring e.hanger Detail

2.312.2 Shoring Nailing Pattern for e.hanger

2.320.1 Shoring Penetration Pipe

2.320.2 Shoring Penetration Pipe Link-Seal

2.320.2.1 Shoring Pipe Penetration with Link-Seal with Post Excavation of Penetration

2.321.1 Shoring Penetration Rebar Wire Tie

2.322.1 Shoring Penetration Single Bar Tie Back Non-Detentioned

2.322.2 Shoring Penetration Multiple Cable Tie Back/Soil Nail Non-Detentioned

2.323.1 Shoring Penetration Tie Back Detentioned Block Out

2.323.2 Shoring Detentioned Tie-Back

2.324.1 Shoring Single Bar Tie Back Cover

2.324.2 Shoring Single Bar Tie Back Cover Detentioned

2.325.1 Shoring Raker Penetration with Full Blockout

2.325.6 Shoring Raker Penetration with Shallow Blockout

2.326.2.2 Shoring Nelson Stud Penetration - Option 2

2.330.1 SHORING PERIMETER FOOTING WITH DRAIN

2.330.1.1 SHORING PERIMETER FOOTING with DRAIN SIDE OUT with ROCK POCKET

2.331.1 Shoring Termination @ Grade

2.331.2 Shoring Termination @ Grade with Cementitious Board

2.331.3 Shoring Standard Termination W Limited Access

2.340.1.1 Shoring Wall Assembly - Wood Lagging - Transition to Deck Assembly

2.340.1.1.01 E.Protect Shoring Wall Assembly - Wood Lagging - Transition to E.Proformance Deck Assembly

2.340.1.1.03 E.Protect Shoring Wall Assembly - Wood Lagging - Transition to E.Protect+ Deck Assembly

2.340.2.1 Shoring Wall Assembly - Wood Lagging - Transition to Deck Assembly with Concrete Topping