ENGINEERING SPECIFICATIONS FOR ENGINEERS AND ARCHITECTS

LIQUID RUBBER INDUSTRIES

Diagram 1: Standard Membrane Continuation – 150 mm Overlap

Ensure Membrane to Membrane Contact

Diagram 2: Membrane Continuation – 150 mm overlap – with Fabric Reinforcem

Min. 1.5 mm Dry Film Thickness (Dft) on Steel Float Finish / Unstressed Application Min 2.0 mm Dft on Timber Float Finish / 1Standard Application Min 3.0 mm Dft on Coarse Finish / Standard ApplicationMin 3.0 mm Dft & Reinforcement Fabric on 2Fluid Retaining Structures

1. Standard Application where Shrinkage cracks & Substrate Movement do not exceed 3P

Diagram 3: Standard Membrane Thickness – Continuous Substrate

Fluid Retaining Membranes require submission of calculation of membrane support3.

ent

mm

er Location

THIS DETAIL IS FOR ILLUSTRATIVE PUR

NA

SO

W

T

80

SA

MA

WW

ATERPROOFING ZERO LOT LINE MASONRY

POSES ONLY AND IS NOT SCALE

TURAL EARTH

LDIER PILE

OOD LAGGING

ROWEL GRADE CANT AT SOLDIER PILES

DRY MILS WITH GEO

ND AND CEMENT SLURRY

SONRY WALL

ALLS

NATURAL EA

SOLDIER PIL

WOOD LAGG

SUBSURFACE

80 DRY MILS

SAND AND C

MASONRY W

WWALLS W

ATERPROOFINGZEROLOTLINEMASONRY

RTH

E

ING

DRAIN MAT

WITH GEO

EMENT SLURRY

ALL

/ SUBSURFACE DRAIN MAT

TenSlipDRei

S<

Dia

SO

B

Diagram 4: Standard 10 mm wide controlj

oint

gram 5: Fluid Containment

lip Sheet, min 150 mm wide ver Protection Board / Slip sheet / Insulation

acker Rod

tructure joint / and movement joint

t +/- 4 mm Repetitive Movemen

sile S/S Hinge Form & Silicone Caulk Sheet, min 200 mm wide, min 3 mm

ft nforcement Fabric

Diagram 6: Expansion Joint <+/-5 mmR

Drainage Cell / Channel Separated Insulation min 3mm DftS.S. Cap & Channel Form

R c

einforcement Fabri

epetitive Movement

Diagram 7: Base, Collar and Cap to Penetration

Flashing / dampcourse

Use flexible filler at discontinuous Junctions Angled Fillet,

Flexible caulk separationSeparation board / insulation

Flugo type drain strainer & grate

Membrane Paint

Diagram 8: Angled Fillet

Diagram 9: Horizontal to Vertical Detail (with Drain)

COMPACTED FILL

BELOW WATERLINE

DRY MILS WITH GEO.

WATERPROOFING PONDS, LAKES AND R

CO

10

GU

L

T

4

THIS DETAIL IS FOR ILLUSTRATIVE PUR

T

4

WRAP AND GLUE GEO. AROUND 1” SCHEDULE

1

0

A

1R

0

P

R

0 PIPE

FOOT WIDE BY 1 FOOT DEEP PERIMETER

ESERVOIRS

THICKEN TO 120 DRY MILS 6” ABOVE AND

ENCH BACKFILL PRIOR TO SPRAYING

OSES ONLY AND IS NOT TO SCALE

MPACTED SUBGRADE

DRY MILS WITH GEO

NITE

WKES AND RESERVOIRS

WRAP AND GLUE GEO. AROUND 1” SCHEDULE

PIPE

FOOT WIDE BY 1 FOOT DEEP PERIMETER

ENCH BACKFIL

ATERPROOFING UNDER GUNITE PONDS

L PRIOR TO SPRAYING

2” CONCRETE SLAB 2” SAND COURSE

MILS THICK

PIPE PENETRATION

WPENETRATIONS

SS

1

WJO

R

W

THIS DETAIL IS FOR ILLUSTRATION PURPO

80O

POLYPROPYLENE CABLE TIE 2” ABOVE BASE

E

DRY MILS WITH GEO. (60 MIL MIN.)F PENETRATION

SUBGRAD

UBGRADE

INT AREA W

80 MILS WIT

ATERPROO

SES ONLY A

ATERPROOFING SEALING

3” COLLAR OF TROWEL GRADE AT 80 DRY

ND IS NOT TO SCALE

FING MEMBRANE LAP JOINTS

H GEO. (ADD PROTECTION AS

EQUIRED)

60 DRY MILS AT LAP JOINTS. CLEAN THE

ITH A SOFT BRUSH AND

ATER BEFORE THE SECOND APPLICATION

(OR OTHER APPLICATION

URFACE)

P W

NATURAL E

SOLDIER PIWOOD LAG

SUBSURFAC

8(100 DR

SHOTCRETE

WSHOTCRESUBSURFA

THIS DETAIL IS FOR ILLUSTRATIVE PURPOSES ONLY AND

SOLDIER P

WOOD LA

8(100 DRY

CONCRET

WSHOTCRE

TROWEL GR

ATERPROOFING ZERO LOT

ARTH

LE GING

E DR

0 DRYY MIL

OR

TE WCE

IS NO

ILE

GGIN

MILS

E WA

TE WALLS

ADE

SHOTCRETE OR CAST-IN-PLACE

LL

0 DRY MILS NOMINAL WITH SCRIM

H

G

IF SHOTCRETE)

CANT AT SOLDIER PILES

NATURAL EART

LAN VIE

T TO SCALE

ATERPROOFINGZEROLOTLINE

MILS WITH SCRIM (60 MILS MIN.)

CAST-IN-PLACE CONCRETE

ALLS WITH DRAIN MAT

AIN MAT

S IF SHOTCRETE)

R

W

THIS DETAIL IS FOR ILLUSTRATIV

C

CAST-IN-PLACE DRAIN

PROTECTION MAT

PROTECTION BOARDPLANTER BACKFILL

WATERPROOFING PLANTERS AND DRAINS

CONCRETE STRUCTURAL DECK (SLOPE TO DRAIN)

80 DRY MILS AT WALLS, FLOOR AND INTO DRAINS CONCRETE OR MASONRY WALL

¾” MINIMUM TROWEL GRADE CANT AT ALL

ORNERS

E PURPOSES ONLY AND IS NOT TO SCALE

TO

AT

COR

OO

80 D

CONCRETE (OR STEEL) WATER STORAGE TANK(

ATERPROOFING COVERED STORAGE TANKS

COMPLETELY DRY BEFORE SPRAYING)

F MEMBRANE-SPRAY LAST IF REQUIRED

RY MILS TYPICAL AT ALL SURFACES

WALL MEMBRANE-SPRAY SECOND STARTING

BOTTO

¾” MINIMUM TROWEL GRADE CANT AT ALL

NERS

FLOOR MEMBRANE-SPRAY FIRST AND ALLOW

CURE COMPLETELY BEFORE PROCEEDING

B

THIS DETAIL IS FOR ILLUSTRATIVE PUTP

3

80 DRY MILS NOMINAL (60 MILSM

CONCRETE OR MASONRY WALL

WATERPROOFING BACKFILLED WALLS

INIMUM)

/8” POLYSTYRENE BOARD

ACKFILL

OSES ONLY AND IS NOT TO SCALE

B

S

8

C

WATERPROOFING BACKFILLEDW

ALLS WITH SUBSURFACE DRAIN MAT

UBSURFACE DRAIN MAT

0DRY MILS NOMINAL

ONCRETE OR MASONRY WALL

ACKFILL

SUBGRADE

2” SAND COURSE

MILS MIN.)

CONCRETE FOOTING

GRADE BEAMS

C

80 DRY MILS (60 MSUB GRADE RETAI

E

CONCRETE FOOTI

P

DSEE CIVIL.

GRAVEL. SEPARAT

SUBSURFACE DRA

WATERPROOFINF

THIS DETAIL IS FOR ILLUSTRATION PURPOSES ONLY AND IS

6AT 24” O.C

” RING SHANK NAIL WITH SHINER HEAD

. (TYP. 3-PLACES)

UT GEO. AT INSIDE CORNERS

WATERPROOFING FOOTINGS AND

80 DRY MILS NOMINAL WITH GEO. (60

G RETAINING WALL

NOT TO SCALE

OOTINGS WITH PERFORATED DRAIN PIPE

ILS MIN.) NING WALL

IN MAT

ERFORATED PLASTIC DRAIN PIPE SET IN

E GEOTEXTILE FROM

RAIN MAT AND WRAP AROUND DRAIN PIPE

NG

SUBGRAD

E

N

THIS DETAIL IS FOR ILLUSTRATIVE PU

CONCRETE SLAB

80 DRY MILS NOMINAL (60 MILS MINIMUM)

PROTECTION MAT

CONCRETE SLAB

WATERPROOFING BETWEEN SLAB FLOORS

SUNBRAD

SH

10

SH

C

RPOSES ONLY AND IS NOT TO SCALE

WATERPROOFING BETWEEN SHORTCRETE

OTCRETE WASTE COURSE

0 MILS

OTCRETE STRUCTURAL COARSE

OURSES

ATURAL EARTH

THIS DETAIL IS FOR ILLUSTARTION PURPOSES

JOINTS

WOC

C

4

1M

80 DRY MILS INCREASE THICKNESS TO

PROTECTION MAT

TOPPING SLAB

00 MILS OVER 2” BEYOND FIBREGLASS

ONCRETE JOINTS LARGER THAN ¼”

” WIDE FIBREGLASS MESH TAPE

ESH TAPE

IDEREQUIREFOAMBACKERRODOF

R THER APPROPRIATE FILE

O

SU

WATERPROOFING CONCRETE COLD

ONCRETE SLAB BGRADE

E

(60 MILS MINIMUM)

PROTECTION MAT

CONCRETE SLAB

2” SAND ALTERNATE

WATERPROOFING UNDER SLAB

80 DRY MILS NOMINAL WITH GEO.

NLY AND IS NOT TO SCALE

SUBGRAD