Quick Reference — Waterproofing, Dampproofing & Sealants
Waterproofing vs. Dampproofing
| System | Resists | DFT | Use When |
|---|---|---|---|
| Waterproofing (sheet) | Hydrostatic pressure | 40–60 mil | Water table at/above footing; clay/silt soil; sensitive occupancies |
| Waterproofing (fluid) | Hydrostatic pressure | 60–80 mil | Same — seamless, no laps |
| Dampproofing | Capillary moisture | 10–15 mil | Water table >600 mm below footing; granular soil; functioning drain tile |
Sheet Membrane Key Specs
- Concrete cure: min 7 days (28 preferred) before priming
- Side lap: min 75 mm • End lap: min 150 mm
- Terminate 150–200 mm above finished grade with mechanical bar + sealant
- No priming below 5°C substrate temp
- Patch voids >6 mm with non-shrink grout before membrane
Fluid-Applied Key Specs
- 60–80 mil DFT — verify with wet-mil gauge (1 reading per 10 m²)
- Two passes in perpendicular directions
- Reinforce all transitions with polyester fabric in first coat
- Coat-to-coat recoat: 4–8 hrs (temperature dependent)
Sealant Joint Design (2:1 Rule)
| Sealant Type | Movement | Church Applications |
|---|---|---|
| Polyurethane (1-part) | ±25% | General exterior, window perimeters |
| Polyurethane (2-part) | ±25–50% | Expansion joints, high movement |
| Silicone | ±50% | Curtain wall, stone/metal, non-paintable |
| Hybrid (STPE/MS) | ±35–50% | General purpose, paintable |
| Butyl | ±10–15% | Concealed flashing laps only |
- Backer rod: closed-cell PE, 25% oversize (16 mm rod in 12 mm joint)
- Never use soapy water on polyurethane sealants
- Tool every joint — concave profile, one continuous pass
Drainage & Protection Board
- Dimples face membrane — most common installation error is reversing
- Geotextile filter fabric on soil-facing side
- Lap drainage board min one full row of dimples (75–100 mm)
- Extend 50 mm above finished grade
- Never penetrate waterproofing with mechanical fasteners
Inspection & Testing
- 100% visual inspection before protection board — HOLD POINT
- Flood test: 50–75 mm water for 24–72 hrs (horizontal membranes)
- ELD spark test: verify pinholes before covering
- Photo documentation: min 50 images per application area
- Warranty package: daily logs, DFT readings, batch numbers, manufacturer sign-off within 30 days
Safety Essentials
- Hot work permit mandatory for all torch-applied membrane
- Fire watch with extinguisher — during + 60 min after torch use
- Excavation >1.2 m: shoring/sloping/trench box required (O. Reg. 213/91 s.222–242)
- Confined space entry: atmospheric testing, buddy system, rescue plan (O. Reg. 632/05)
- No backfilling until superintendent inspection + manufacturer sign-off complete
Water is the oldest enemy in construction. It doesn’t sleep, it doesn’t take weekends off, and it has an absolutely uncanny ability to find the one pinhole you missed at 4:55 on a Friday afternoon. Every building we construct is, at its core, a machine designed to keep water out — and below grade, where hydrostatic pressure turns every crack into a firehose audition, the stakes are as high as they get.
On HCMI church projects, waterproofing takes on special significance. Our buildings have basements that serve as fellowship halls, Sunday school classrooms, commercial kitchens, and mechanical rooms packed with expensive equipment. Some have baptistry pools that are literally designed to hold water — directly adjacent to spaces that absolutely must stay dry. Getting waterproofing wrong on a church isn’t just a warranty call; it’s a Tuesday evening Bible study group standing in two inches of groundwater.
This guide covers below-grade waterproofing (sheet and fluid-applied), dampproofing, traffic toppings, sealants, drainage systems, inspection protocols, and the unique challenges of church basement construction. If water is the enemy, this is your battle plan.
Water always wins eventually. Our job is to make “eventually” happen about 75 years after the warranty expires.
Best Practice: All below-grade waterproofing should be installed by a manufacturer-certified applicator. Self-performed dampproofing is acceptable for low-risk conditions, but full waterproofing systems require third-party specialty installation with manufacturer warranty backing. No exceptions — the cost of a callback below grade is ten times the cost of doing it right the first time.
Confined Space & Excavation Safety: Below-grade waterproofing work frequently involves deep excavations and confined spaces. OHSA O. Reg. 213/91 (Construction Projects) sections 222–242 govern excavation safety — shoring, sloping, or trench boxes are mandatory for excavations deeper than 1.2 m. Confined space entry procedures (O. Reg. 632/05) apply to any pit, vault, or enclosed below-grade area. Atmospheric testing, buddy systems, and rescue plans are required before entry.
1. Below-Grade Waterproofing: Sheet Membrane
Sheet membrane waterproofing is the gold standard for below-grade protection on commercial church projects. These are factory-manufactured sheets — typically 40–60 mil thick — that provide a continuous, uniform barrier against hydrostatic pressure. On church construction projects, a common approach is to use two primary types: self-adhered and torch-applied.
Self-Adhered Membranes
Self-adhered rubberized asphalt membranes are the workhorses of below-grade waterproofing on commercial church projects. These membranes bond directly to primed concrete or CMU substrates without heat or adhesive.
- Surface preparation — Concrete must be cured a minimum of 7 days (28 days preferred). Surface must be clean, dry, and free of form oil, curing compounds, and loose material. Honeycombed areas, bug holes, and voids larger than 6 mm must be filled with non-shrink grout or approved patching compound and allowed to cure.
- Priming — All surfaces receive the manufacturer’s primer at the specified coverage rate. Primer must be dry to touch before membrane application — typically 30–60 minutes depending on temperature. No priming in rain or when substrate temperature is below 5°C.
- Application — Sheets are applied from the bottom up, with a minimum 75 mm side lap and 150 mm end lap. Work the membrane firmly into corners and transitions with a hand roller. Air pockets are the enemy — every square inch must bond.
- Termination — At the top of the membrane (typically 150–200 mm above finished grade), terminate with a mechanical bar and sealant. The termination detail is where 80% of waterproofing failures occur, so get it right.
Torch-Applied Membranes
Torch-applied SBS-modified bitumen membranes offer excellent adhesion and are particularly effective on rough or irregular substrates. The open-flame torch melts the bitumen backing, creating a monolithic bond to the substrate.
Hot Work Permit Required: All torch-applied waterproofing requires a hot work permit per the site Hot Work Program. A dedicated fire watch with extinguisher must be present during application and for a minimum of 60 minutes after the last torch use. OHSA O. Reg. 213/91 s.52–53 governs fire prevention on construction sites. Propane tanks must be stored upright, secured, and a minimum of 3 m from the work area when not in active use.
Pro Tip: On self-adhered membranes, the most common failure we see is poor roller pressure at the laps. Don’t just press it down with your hand — use a steel roller with real pressure, especially in the first 25 mm of the lap edge. If the temperature is below 10°C, use a heat gun or propane torch (carefully!) to warm the membrane and activate the adhesive. Cold membrane is lazy membrane.
2. Below-Grade Waterproofing: Fluid-Applied
Fluid-applied waterproofing has grown significantly in popularity over the past decade, and for good reason. Fluid-applied products are sprayed or roller-applied as a liquid and cure into a seamless, monolithic membrane. No laps, no seams, no weak points — just one continuous rubber barrier between your basement and the water table.
Application Methods
- Spray application — Airless spray equipment at 2,000–3,500 psi delivers the fastest coverage. Requires experienced operators to maintain uniform mil thickness. Two passes in perpendicular directions ensure even coverage.
- Roller application — Acceptable for smaller areas or detail work. Use a 19 mm nap roller. Multiple coats are typically required to achieve specified thickness.
- Trowel application — For transitions, inside corners, and detail areas where spray or roller can’t reach.
Mil Thickness Requirements
This is where fluid-applied waterproofing lives or dies. Most manufacturers specify 60–80 mil DFT (dry film thickness) for below-grade applications. At 60 mil, that’s approximately 1.5 mm — about the thickness of a credit card. It doesn’t sound like much, but it’s enough to stop hydrostatic pressure if applied correctly.
- Use a wet-mil gauge during application to verify thickness in real time
- Measure at a minimum of one location per 10 m²
- Reinforce all transitions (wall-to-footing, wall-to-wall corners, penetrations) with polyester fabric embedded in the first coat
- Allow first coat to cure to touch before applying second coat — typically 4–8 hours depending on temperature and humidity
Fluid-applied is great because there are no seams. It’s also terrifying because you can’t see how thick it is once it’s black. Trust your wet-mil gauge like it’s your best friend, because it is.
Pro Tip: When using reinforcing fabric at transitions, embed it into the first coat while it’s still wet, then apply the second coat over top. Don’t try to stick fabric onto a cured surface and coat over it — you’ll get delamination at the worst possible location. The fabric should be fully saturated and invisible under the final coat.
3. Dampproofing
Dampproofing and waterproofing are not the same thing, and confusing them is one of the most expensive mistakes in below-grade construction. Dampproofing resists moisture migration through capillary action. Waterproofing resists hydrostatic pressure. If you’re building on a site with a high water table, dampproofing is like bringing an umbrella to a tsunami.
When Dampproofing Is Acceptable
The Ontario Building Code (OBC Part 5, Section 5.8) and the National Building Code of Canada provide guidance, but here’s the practical HCMI interpretation:
- Dampproofing is acceptable when the water table is consistently more than 600 mm below the bottom of the footing, soil conditions are well-drained (granular), and the building has a functioning perimeter drainage system.
- Waterproofing is required when the water table is at or above the footing elevation at any time of year, soil conditions are clay or silt (poor drainage), or the below-grade space will contain sensitive occupancies (fellowship halls, mechanical rooms, storage of valuable items).
Asphaltic Dampproofing Application
Standard dampproofing is a spray-applied asphaltic emulsion applied in two coats to a total DFT of 10–15 mil. It’s fast, it’s cheap, and it’s perfectly adequate when conditions warrant only dampproofing.
- Apply to clean, dry concrete that has cured a minimum of 7 days
- First coat at 5–8 mil, allow to dry 4–6 hours
- Second coat at 5–8 mil, perpendicular to first pass
- Extend coating 150 mm above finished grade
- Install drainage board or protection board before backfill
Best Practice: On every church project, the decision between dampproofing and full waterproofing is made by the project manager in consultation with the geotechnical engineer, based on the geotech report’s water table data. This decision is documented in the project waterproofing plan and cannot be changed in the field without written authorization. If you’re on site and see conditions that differ from the geotech report — standing water in the excavation, seepage from the soil face — stop work and call the PM immediately.
The difference between dampproofing and waterproofing is about $8 per square foot. The difference between a dry basement and a flooded basement is about $80,000 in remediation. Choose wisely.
4. Traffic Topping & Parking Deck Membranes
Several HCMI church projects include underground parking structures or covered parking decks beneath the main sanctuary. These structures require vehicular-rated waterproofing systems that can handle the punishing combination of tire traffic, road salt, freeze-thaw cycling, and the hydrostatic pressure of being buried under a building full of worshippers.
System Components
- Waterproofing membrane — Typically a fluid-applied polyurethane or epoxy membrane applied at 40–60 mil DFT over prepared concrete.
- Wearing course — An aggregate-filled polyurethane or epoxy broadcast system that provides the actual driving surface. This is the sacrificial layer — it takes the abuse so the membrane doesn’t have to.
- Joint treatment — Expansion joints, control joints, and construction joints in the deck require flexible joint fillers and traffic-rated sealants. Joints are the most vulnerable points in any traffic topping system.
- Drainage — Deck must slope a minimum 1.5% to drains. Puddles on a parking deck membrane are death — standing water plus winter salt plus freeze-thaw equals delamination within two seasons.
OBC Part 5 — Structural Waterproofing: Parking structures beneath occupied spaces are classified as “environmental separators” under OBC Part 5. The waterproofing system must prevent migration of water, chlorides, and contaminants from the parking level into the occupied space below. Annual inspection and maintenance are required by code. HCMI includes a 10-year maintenance plan in the close-out package for every parking structure project.
Pro Tip: When doing detail work at parking deck drains, apply the membrane into the drain bowl a minimum of 100 mm and use a clamping ring to create a positive mechanical connection. Sealant alone at a drain is not acceptable — drains are low points where water concentrates, and a sealant-only detail will fail within 3–5 years guaranteed.
5. Caulking & Sealant Application
If waterproofing is the heavy artillery of moisture management, sealant joints are the infantry — they’re everywhere, they do the unglamorous daily work, and when they fail, the whole line collapses. A typical HCMI church project has hundreds of linear metres of sealant joints: around every window, at curtain wall perimeters, at expansion joints, at masonry control joints, at flashing terminations, and at dozens of miscellaneous penetrations.
Joint Design: The 2:1 Rule
Proper sealant joint design follows the 2:1 width-to-depth ratio. A 12 mm wide joint gets a 6 mm depth of sealant. This geometry allows the sealant to stretch and compress without exceeding its movement capability. Too deep and the sealant tears itself apart. Too shallow and there isn’t enough material to maintain adhesion.
Backer Rod
Backer rod controls the depth of the sealant and provides a surface for the sealant to bond against (the “back” of the joint). On HCMI projects:
- Use closed-cell polyethylene backer rod for all exterior joints
- Backer rod diameter should be 25% larger than the joint width (e.g., 16 mm rod in a 12 mm joint) to ensure a friction fit
- Install backer rod to achieve the specified sealant depth — use a blunt tool, not a screwdriver (punctured backer rod causes outgassing and bubbles in the sealant)
- For joints deeper than 25 mm, use bond breaker tape over a foam filler instead of deep backer rod
Sealant Types
| Sealant Type | Movement Capability | Common Church Construction Applications |
|---|---|---|
| Polyurethane (1-part) | ±25% | General exterior joints, window perimeters, curtain wall |
| Polyurethane (2-part) | ±25–50% | Expansion joints, high-movement applications |
| Silicone | ±50% | Curtain wall glazing, stone/metal interfaces, non-paintable joints |
| Hybrid (STPE/MS Polymer) | ±35–50% | General purpose, paintable, excellent adhesion to most substrates |
| Butyl | ±10–15% | Concealed flashing laps, non-moving joints only |
Tooling Technique
Tooling is not optional. Every sealant joint must be tooled within the open time of the sealant. Tooling does three things: it forces the sealant against both sides of the joint for maximum adhesion, it creates a slightly concave profile that sheds water, and it compresses the sealant to eliminate voids.
- Tool with firm, consistent pressure in one continuous pass
- Use a dry tooling spatula or approved tooling solution — never use soapy water on polyurethane sealants (it causes adhesion failure)
- Silicone sealants can be tooled with a soapy water solution or mineral spirits
- Mask both sides of the joint with painter’s tape before application for clean, professional lines. Remove tape immediately after tooling, before the sealant skins.
A caulking gun is the most dangerous tool on a job site. Not because it can hurt you, but because any labourer can pick one up and convince himself he knows how to use it. Sealant work is a skill, not a chore.
Best Practice: All exterior sealant work requires a pre-installation joint survey. The superintendent walks every joint location with the sealant applicator before any material is loaded into a gun. Joint widths are verified against drawings, backer rod depth is confirmed, and substrate adhesion is tested using the manufacturer’s recommended adhesion test. Sealant is not a “just go seal everything” trade — it’s a system with engineering behind it.
6. Drainage Board & Protection Board
You’ve just spent two days applying a perfect waterproofing membrane to the foundation wall. The applicator did beautiful work. Every lap is rolled, every termination is sealed, and the surface is flawless. Now the excavation crew is going to push 200 tonnes of backfill against it with a track loader. Without protection, your perfect membrane will be shredded like wet paper.
Protection Board
Rigid protection board (typically 3–6 mm semi-rigid asphalt-impregnated fiberboard) is installed directly over the waterproofing membrane. It serves as a physical shield during backfill and for the life of the building.
Drainage Board (Dimpled Mat)
Dimpled drainage mats (Cosella-Dörken Delta-MS, DMX Plastics AG Foundation Wrap) perform double duty: they protect the membrane and provide a drainage channel that relieves hydrostatic pressure by directing groundwater down to the perimeter drain tile.
- Dimples face the membrane — This creates the air gap / drainage channel. The most common installation error is putting the dimples facing the soil.
- Geotextile filter fabric — A non-woven geotextile fabric covers the exposed face of the drainage board to prevent soil fines from clogging the drainage channels. Some products come with factory-bonded fabric; others require field-applied fabric.
- Lap and secure — Overlap drainage board sheets a minimum of one full row of dimples (typically 75–100 mm). Secure with manufacturer’s fasteners or adhesive strips above grade only — never penetrate the waterproofing membrane with mechanical fasteners.
- Extend above grade — Drainage board must extend a minimum of 50 mm above finished grade to prevent backfill from bridging over the top and bypassing the drainage system.
Pro Tip: Before backfilling, take photographs of the entire waterproofing and drainage board installation. Shoot close-ups of every termination, lap, penetration, and transition. Once the backfill goes in, this membrane is buried forever. If there’s ever a warranty claim, those photos are worth their weight in gold. Best practice is to take a minimum of 50 photographs per foundation wall waterproofing installation.
7. Waterproofing Inspection & Testing
Waterproofing is one of those trades where you can’t just eyeball it and call it done. The consequences of a missed defect are catastrophic and, once buried, nearly impossible to fix without major excavation. That’s why HCMI has some of the most rigorous inspection protocols in the industry for below-grade waterproofing.
Visual Inspection
- 100% visual inspection of all membrane surfaces before protection board installation
- Check every lap for full adhesion — probe with a blunt putty knife at 1 m intervals
- Verify membrane continuity at all penetrations (pipes, conduits, tie-rod holes)
- Confirm termination details are complete with mechanical bar and sealant
- Look for fishmouths, wrinkles, bridging over inside corners, and punctures
Flood Testing
For horizontal waterproofing (plaza decks, planter boxes, below-slab applications), flood testing is the gold standard. Dam the area with temporary berms, fill with 50–75 mm of water, and leave for 24–72 hours. Any leakage is marked and repaired before the installation is accepted.
Electronic Leak Detection (ELD)
ELD is the most advanced method for verifying waterproofing integrity. The system uses low-voltage electrical current to detect breaches in the membrane. Where water has penetrated through a defect, the electrical resistance drops and the exact location of the breach is identified — often within a 25 mm radius.
- High-voltage spark testing — Used on exposed membranes before protection board. A charged brush passes over the surface; sparks indicate pinholes.
- Low-voltage water testing — Used after flood testing. Electrodes detect current flow through breaches.
- ELD monitoring systems — Permanent sensors installed between membrane layers that allow ongoing leak detection for the life of the building. Specify these on high-value applications (mechanical rooms, data closets).
Documentation for Warranty
Every waterproofing manufacturer requires specific documentation to activate their warranty. Miss one form and you’re on your own when the leak starts. A complete waterproofing warranty package includes:
- Manufacturer’s pre-installation inspection report (substrate acceptance)
- Daily application logs with temperature, humidity, DFT readings, and material batch numbers
- Photographic documentation (minimum 50 images per application area)
- Flood test or ELD test results
- Final inspection sign-off by the manufacturer’s field representative
- Completed warranty application submitted within 30 days of project completion
Best Practice: No below-grade waterproofing membrane is to be covered (by protection board, drainage board, or backfill) until the superintendent has completed the visual inspection checklist and the manufacturer’s representative has signed the pre-cover acceptance form. This is a hold point — work stops until inspection is complete. Backfilling before inspection is a terminable offence. Never bury problems.
I’ve never met a waterproofing membrane that leaked. I’ve met thousands of details that leaked. The membrane itself is fine — it’s what you do at the edges, corners, and penetrations that keeps you up at night.
8. Church Basement Waterproofing
Church basements are not like other commercial basements. They’re not just parking garages or storage rooms — they’re fellowship halls where 200 people eat Wednesday night dinners, classrooms where children sit on the floor, commercial kitchens that need to meet health department standards, and mechanical rooms housing $500,000 worth of HVAC equipment. A leak in a church basement is a community crisis.
Baptistry Pools
Here’s the irony: some church basements contain a room designed to hold water (the baptistry) directly adjacent to rooms that must stay absolutely dry. Baptistry pool waterproofing requires:
- Interior waterproofing membrane rated for continuous immersion (crystalline or cementitious coating systems)
- Waterstop at all construction joints in the pool walls and floor
- Leak-tested before tile or finish installation
- Mechanical room adjacent to the baptistry must have its own independent waterproofing — don’t rely on the pool walls to be the only barrier
- Floor drains with backwater valves to prevent sewer backup into the pool area
Mechanical Rooms Below Grade
Church mechanical rooms in basements house boilers, chillers, air handling units, electrical switchgear, fire suppression systems, and increasingly, audio-visual equipment worth more than the mechanical systems. Water intrusion here isn’t just a nuisance — it’s an insurance claim.
- Full waterproofing (not dampproofing) is mandatory for all below-grade mechanical rooms on church projects, regardless of water table conditions
- Interior moisture monitoring sensors on the foundation walls (connected to the BAS where possible)
- Sump pit with duplex pumps and high-water alarm
- Equipment raised on concrete housekeeping pads a minimum of 100 mm above finished floor
Historical Church Renovation Challenges
Renovating existing church basements is some of the most challenging waterproofing work in church construction. Heritage buildings from the 1900s–1960s typically have stone or unreinforced concrete foundations with no waterproofing at all. Common challenges include:
- Rubble stone foundations with mortar joints that weep water freely
- No perimeter drainage — footing drains were not common before the 1970s
- Interior waterproofing is often the only option because exterior excavation would undermine the existing foundation or damage adjacent structures
- Crystalline waterproofing and interior drainage channels with sump systems are the typical remediation approach
- Heritage conservation restrictions may limit exterior work or visible changes to the building envelope
Structural Safety — Heritage Foundations: Before any waterproofing remediation work on an existing church foundation, a structural engineer must assess the foundation condition. Excavation beside heritage foundations can cause settlement or collapse. Interior remediation involving chipping, grinding, or drilling into stone foundations can weaken the wall. Never begin work on an existing foundation without a structural engineering report and a site-specific work plan. OHSA O. Reg. 213/91 s.228 — existing services and structures must be protected during construction.
We once opened up a 1920s church basement wall and found the “waterproofing” was a layer of coal tar and some old newspapers. Surprisingly, it had mostly worked for a hundred years. We replaced it anyway.
Pro Tip: When renovating a heritage church basement, always install interior humidity monitoring for at least one full seasonal cycle (12 months) before specifying the waterproofing system. What looks like a dry basement in August might be underwater in April. Spring thaw and fall rains are the true test — summer is a liar.
9. Standards & Reference Documents
Waterproofing, dampproofing, and sealant work on church projects is governed by the following codes, standards, and reference documents. Keep these bookmarked — when a question comes up on site, the answer is usually in one of these.
| Document | Scope |
|---|---|
| OBC Part 5 | Environmental separation — waterproofing, dampproofing, drainage requirements for foundations and below-grade assemblies |
| OBC Part 9 (9.13) | Dampproofing and waterproofing of residential-scale foundations (referenced for small church additions) |
| CSA A371 | Masonry construction for buildings — control joint spacing, flashing, and sealant requirements at masonry |
| ASTM C920 / CAN/CGSB | Standard specification for elastomeric joint sealants — classification, movement capability, adhesion requirements |
| ASTM C1193 / CAN/CGSB | Standard guide for use of joint sealants — joint design, backer rod, application, tooling |
| ASTM D1227 / CAN/CGSB | Standard specification for emulsified asphalt used as a dampproofing coating |
| ASTM D6153 / CAN/CGSB | Standard specification for self-adhered bituminous waterproofing membrane |
| CAN/CGSB 37-GP-52M | Roofing and waterproofing membrane, sheet applied, elastomeric |
| SWRI (Sealant, Waterproofing & Restoration Institute) | Technical bulletins, best practice guidelines, training resources for waterproofing and sealant applicators |
| OHSA O. Reg. 213/91 | Construction Projects regulation — excavation safety (s.222–242), hot work (s.52–53), confined spaces |
| OHSA O. Reg. 632/05 | Confined Spaces regulation — atmospheric testing, entry procedures, rescue plans |
| HCMI-WP-001 | HCMI Waterproofing & Dampproofing Procedures Manual (internal) |
| HCMI-SL-001 | HCMI Sealant Application & Joint Design Manual (internal) |
Best Practice: Every waterproofing and sealant applicator on a church project should receive a copy of the relevant procedures manual and is required to sign an acknowledgment confirming they have read and understood the requirements. The superintendent reviews key hold points and inspection requirements during the pre-installation meeting. Waterproofing only works when everyone on site understands the system — from the applicator rolling the membrane to the excavator operator controlling backfill placement.
Water doesn’t read specifications. It just shows up and tests everything you did. Make sure your work passes the test.
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