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LATH, PORTLAND CEMENT
PLASTER AND PRESWITT QUALITY ACRYLIC FINISH
PART 1 GENERAL
1.1 Scope:
Guide specifications for the minimum
requirements for the system and application of fiber reinforced
Portland cement plaster (stucco) with Preswitt Quality Acrylic Finish.
1.2
The contractor shall provide all materials, labour and equipment
necessary to complete this system of Portland cement plaster as
shown on drawings and/or as described herein.
1.3
Flashing, caulking, sealants, sealers, shall be furnished and installed
by others.
1.4 Standards:
Workmanship and installation shall
be performed per AWCC Standards Manual Specification in accordance
with the Building Codes and manufacturer's printed instructions.
1.5 Qualifications:
The contractor must be qualified in
the workmanship of plastering. Must be able to show completed work
of equal scope.
1.6 Submittals:
The contractor shall supply mock-up
finish samples.
A. Do not proceed with lathing or
plastering until all products and finish samples are approved,
if required.
1.7
Be prepared for a pre-job meeting with the architect, owner, general
contractor, and manufacturer before the start of lathing and plastering
proceeds.
1.8 Materials:
To be delivered to job in original
containers with labels intact and legible.
A. Storage and protection of all
products are the responsibility of the contractor performing the
scope of the work.
1.9 Job Conditions/Environmental
Requirements for Cement Plaster:
A. Cold Weather
1. Do not use frozen material.
2. Do not apply cement plaster
to frozen surfaces or surfaces containing frost.
3. Do not mix materials or apply
cement plaster when ambient temperature is less than 35°F/1.6°C.
B. Hot Weather
1. Protect cement plaster from
uneven and excessive evaporation during hot, windy, and dry
weather.
2. Moist cure after each coat of
cement plaster with water if ambient temperature is more than
75°/24°C.
Moist cure for 48 hours after application of coats.
3. On hot, dry, or windy days the
cement plaster should be moistened down and then covered with
a single sheet of polyethylene plastic.
4. Moist curing is required at
the start and end of the work day.
5. When the humidity is higher
than 75% moist curing is not required.
1.10 Double Back Method:
Whereby the scratch and brown coats
are applied and cured as one system is approved.
A. The second coat (brown) should
be applied as soon as the first coat is rigid.
1.11 Job Conditions/Environmental
Requirements for Acrylic Finish:
A. Do not use Acrylic Finish materials
if they have been frozen.
B. Do not apply Acrylic Finish when
ambient temperature is less than 40°F/4.4°C.
C. Do not apply Acrylic Finish unless
the temperature has been 40°F/4.4°C
for at least 24 hours before application.
D. Cold Weather:If heating and tenting
is required to perform the application of the Acrylic Finish coat,
it is not the responsibility of the Acrylic Finish contractor
to provide it.
E. Do not apply Finish coat when
there is any form of precipitation.
F. Protect cement plaster from all
forms of precipitation during the application and the setting/curing
period of the finish coat. Ensure that the Finish is fully set
prior to removing protective coating.
G. Do not apply Finish coat to Basecoat
of cement plaster if sun is directly on the wall surface and temperature
is 75°F/24°C.
Work in the shade whenever possible.
1.12 Control Joints:
A. It is not required to cut lath
behind control joints if flanges of control joint is designed
to give a good key to the cement plaster.
B. Panels should be relatively square.
C. No area should exceed 18 lineal
feet in length without a control joint.
D. Install control joints for surface
areas of approximately 150 square feet.
E. Install control joints where dissimilar
back-up materials join.
F. Control joints are recommended
at surface penetrations, (windows, doors, etc.) and at areas of
structural stress.
PART 2 MATERIALS/PRODUCTS
2.1 Building Paper:
Sheathing paper shall be water repellent
breather type membrane conforming to CAN2-51.32M77 "Sheathing
membrane breather type."
2.2 Lath:
A. Expanded Metal Lath.
B. Woven Wire Lath: 17 gauge 1½"
mesh.
C. Welded Wire Lath: 16 gauge.
D. Rib Lath.
2.3 Accessories:
A. Shapes used as grounds, sized
and dimensioned to provide for required plaster thickness.
B. All accessories manufactured of
galvanized steel, zinc, aluminum, or plastic materials.
C. Configuration of casing beads
and control joints to provide lip flange and/or embedment section.
D. Corner beads to be P.V.C. or welded
wire.
E. Standard trim items: control joints,
casing beads, exterior corner beads, and base screeds.
2.4 Plaster Material:
A. Portland Cement: ASTM C150 Type
I or II.
B. Portland Cement & Pozzolanic
"Fly Ash": ASTM C150 & ASTM C618.
C. Masonry Cement: ASTM C91.
D. Lime: ASTM C206-Type S.
E. Sand: ASTM C144, type used for
cement plaster.
F. Water: Clear and free from substances
harmful to plaster.
2.5 Mix General:
A. Accurate proportions of materials
for each batch. Measuring devices of known volume for all materials.
B. Size batches for complete use
within maximum of one hour after mixing.
C. Withhold 10% mixing of water until
mixing is almost complete then add as needed to produce necessary
consistency. Keep water to a minimum.
2.6 Mix Proportions by Volume:
Selection of either A, B, or C mix
only. Do not inter-mix these three sections or change volume proportions
of these sections.
Basecoat PROPORTIONS
PARTS BY VOLUME
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