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133

MASONS SUPPLY COMPANY

Oregon (800) 537-3407 ♦ Washington (800) 537-6216

Clackamas | Eugene | West Eugene | Hillsboro | Medford | Portland | Salem | Wilsonville | Ridgefield | Seattle | Tacoma | Woodinville

M A S C O . N E T

RIBBED METAL LATH

FORM TREATMENT

FOR CORNERS, NOTCH RIBS 3/8"

DEEP WITH "V" CONTOURED

ROTARY CUT-OFF BLADE AND BEND

TO 90 DEGREES.

WIRE-TIE ALL LAPS AND

BACK WITH SUPPORTS.

ROD TIES SIZED

TO SUIT

ROD CLAMPS

SECURING TIES

WOOD STRONG BACKS

SPACED AND SIZED

TO SUIT LOAD

No.

Size Gauge Wt

Width Length Width Length Width Thickness

WM 5M 3/4

13

80

.750 1.688 .923 2.00 0.96

0.92

Size of Openings

in Inches

Center to Center of

Bond in Inches

Size of Strands

in Inches

Width of

bond

Gauge of

steel

Wt per 100

sq. feet

TEMPORARY

SUPPORTS

CONCRETE

Metal Lath (No Ribs)

Ribbed Metal Lath

When concrete is poured behind these formwork ribbed sheets, the angled

tabs of mesh become embedded. They provide a high degree of control

over the quality of the joint - which is strong in bond and shear as a well

prepared scabbled joint. These metal backed ribbed sheets are designed

for considerable performance and economic benefit when compared with

traditional solutions.

Ribbed sheets achieve significant reductions in the concrete pressures

normally associated with conventional formwork. They can be put into place

before reinforcement bars which are then installed by piercing through the

mesh area. Minimizes preparation of the joint surface, so reinforcement

placing can continue without a break. Allows a high rate of rise of concrete

and enables the pour to be visually monitored. Reduces the risk of voids and

honeycombing. Sheets are left in place so formwork stripping is eliminated

- saving you time. Only the supports are removed. Often can be supported

by existing or extra reinforcement. The whole structure can be left in the

concrete which eliminates the placing and removal of temporary supports.

Large concrete pour sequences can be delayed by bad weather, batching

plant breakdown or other problems. In such events, day work joints can be

installed quickly. No need to clean, reface and oil formwork

.

Features & Benefits:

Reduced labor cost - no stripping costs (supports only).

Lightweight sheets are easy to work with (install, cut, bend, etc.)

Easy rebar and conduit penetrations.

Visual inspection of concrete pour and consolidation.

Retains surrounding soil while forming below grade structures.

Permits water to run out of formwork during concrete pour.

No.

Description

Size

Wt/Pc (lbs)

WM 34G

3.4 #/sy

27" x 96"

6.8

WM 25G

2.5 #/sy

27" x 96"

5.0

WM 175G

1.75 #/sy

27" x 96"

3.5

Security Mesh

COLLAR OF 1X6 FOR

ABOVE GRADE FINISH

No.

Description Size

Rib Space

Wt/Pc (lbs)

WM RML Ribbed Metal

27" x 97" (18 sf)

3.80

12.0