36C25622R0094 092400 Portland Cement Plastering .docx

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Z2DA--Project #502-19-107 - Replace AHU-104 - Construction - 36C25622R0094 Federal contract opportunity
Solicitation number
502-19-107
Issued by
Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 16

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This document contains a project specification for portland cement plastering work. The specification outlines requirements for metal plaster bases including expanded lath and stucco mesh, as well as accessories for cement plaster such as control joints, foundation weep screeds, and corner beads. Product standards, submittal requirements, mockups, and installation instructions are provided. The related federal contract opportunity is for project #502-19-107 to replace an air handling unit and ductwork for the Department of Veterans Affairs located in Alexandria, Louisiana. The solicitation number is 502-19-107 and responses were due on or around September 24, 2020 based on the attached specification date.

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Text version

REPLACE AHU #104 AND DUCTWORK BLDG. 7

DEPARTMENT OF VETERANS AFFAIRS HEALTH CARE SYSTEM-ALEXANDRIA, LA

PROJECT NO.: 502-19-107

SECTION 09 24 00

PORTLAND CEMENT PLASTERING

GENERAL

DESCRIPTION

This section specifies lathing and portland cement based plaster stucco.

RELATED WORK

Section 01 81 13, SUSTAINABLE CONSTRUCTION REQUIREMENTS: Sustainable Design Requirements.

Section 05 40 00, COLD-FORMED METAL FRAMING: Steel framing members for attachment of plaster bases

TERMINOLOGY

Definitions and description of terms to be in accordance with ASTM C11, ASTM C926, ASTM C1063 and as specified.

Selffurring Lath: Metal plastering bases having dimples or crimps designed to hold the back plane of the lath 6 to 10 mm (1/4 to 3/8 inch) away from the plane of the solid backing.

Solid Backing or Solid Bases: Concrete, masonry, sheathing, rigid insulation, and similar materials to which plaster is directly applied.

Wet Areas: Areas of a building where cyclic or continuous exposure to very humid or wet conditions, or in which a dew point condition may occur in the plaster.

SUBMITTALS

Submit in accordance with Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES.

Sustainable Design Submittals, as described below:

Postconsumer and preconsumer recycled content as described in PART 2 PRODUCTS.

Manufacturer's Literature and Data:

Accessories for plaster, each type.

Metal plastering bases, each type.

Fasteners.

Bonding compounds, including application instructions.

Admixtures, including mixing and application instructions.

Samples:

Accessories for plaster, each type, not less than 152 mm (6 inches) long.

Panel showing finish coat 152 to 305 mm (6 by 12 inches) minimum.

Installers qualifications.

DELIVERY, STORAGE AND PROTECTION

Deliver manufactured materials in the manufacturers’ original unbroken packages or containers which are labeled plainly with the manufacturers’ names and brands. Keep cementitious materials dry and stored off the ground, under cover, and away from sweating walls and other damp surfaces until ready for use.

PROJECT CONDITIONS

Maintain work areas for interior work at a temperature of not less than 4 degrees C (40 degrees F) for not less than 48 hours prior to application of plaster, during application of plaster and 1 week after plaster has set or until plaster has dried.

Do not apply exterior plaster when the ambient temperature is less than 4 degrees C (40 degrees F), or when a drop in temperature below 4 degrees C (40 degrees F) is expected within 24 hours after application.

Do not apply plaster to frozen surfaces or surfaces containing frost.

Do not use frozen materials in the mix.

Protect plaster coats against freezing for a period of not less than 24 hours after application.

QUALITY ASSURANCE

Installers Qualifications: Work is to be performed by installer having a minimum of three (3) years’ experience for work relating to this Section. Submit installer qualifications.

Mockup: Build 9.29 square meters (100 square feet) mockup for each substrate and finish texture indicated for cement plastering including accessories. Approved mockups may become part of completed work.

PERFORMANCE REQUIREMENTS

Where indicated on construction documents, provide cement plaster assemblies identical to those of assemblies tested for fire resistance according to ASTM E119 by a qualified testing agency.

Where indicated on construction documents provide cement plaster assemblies identical to those of assemblies tested for STC ratings according to ASTM E90 and classified according to ASTM E413 by a qualified testing agency.

APPLICABLE PUBLICATIONS

The publications listed below form a part of this specification to the extent referenced. The publications are referenced in the text by basic designation only.

ASTM International (ASTM):

A653/A653M-20Steel Sheet, ZincCoated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the HotDip Process
A1064/A1064M-18aCarbon-Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete
C11-18bTerminology Relating to Gypsum and Related Building Materials and Systems.
C91/C91M-18Masonry Cement
C150/C150M-20Portland Cement
C206-14Finishing Hydrated Lime
C207-18Hydrated Lime for Masonry Purposes
C260/C260M-10a(2016)Air Entraining Admixtures for Concrete.
C847-18Metal Lath
C897-15(2020)Aggregate for JobMixed Portland Cement Based Plasters
C926-20Application of Portland CementBased Plaster
C932-06(2019)Surface-Applied Bonding Compounds for Exterior Plastering
C933-18Welded Wire Lath
C1002-18Steel Self-Piercing Tapping Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Wood Studs or Steel Studs
C1063-19aInstallation of Lathing and Furring to Receive Interior and Exterior Portland Cement-Based Plaster

Commercial Item Description (CID):

A-A-55615-95(R2006) Shield, Expansion (Wood Screw and Lag Bolt Self-Threading Anchors)

PRODUCTS

METAL PLASTERING BASES

Expanded Lath:

ASTM C847, galvanized except as modified by ASTM C1063 and this specification. Self-furring where applied over solid backing.

Flat diamond mesh weighing not less than 1.8 kg per square meter (3.4 pounds per square yard).

Stucco Mesh: Flat expanded diamond mesh pattern, with openings approximately 38 by 75 mm (11/2 by 3 inches), weighing not less than 1.9 kg per square meter (3.6 pounds per square yard), with backing as specified.

ACCESSORIES FOR CEMENT PLASTER (STUCCO):

Provide accessories that are roll formed galvanized steel, except that cornerite and strip lath that are formed from steel sheets with manufacturer’s standard galvanized coating.

Provide welded wire corner reinforcements of galvanized 1.4 mm (17 gauge) steel wire conforming to ASTM A1064/A1064M.

Provide furring, including hangers, bolts, inserts, clips, fastenings, and attachments of number, size, and design to develop the full strength of the members.

Control Joints: ASTM C1063, zinc-coated (galvanized) steel; onepiecetype, folded pair of unperforated screeds in M-shaped configuration; with perforated flanged and removable protective tape on plaster face of control joint.

Foundation Weep Screed: Fabricated form hot-dip galvanized-steel sheet, ASTM A653/A653M, G60 (Z180) zinc coating.

Cornerite: Fabricated from metal lath with ASTM A653/A653M, G60 (Z180), hot-dip galvanized-zinc coating.

External- (Outside-) Corner Reinforcement: Fabricated from metal lath with ASTM A653/A653M, G60 (Z180), hot-dip galvanized-zinc coating.

Cornerbeads: Fabricated from zinc-coated (galvanized) steel.

Smallnose cornerbead with expanded flanges; use unless otherwise indicated on construction documents.

Smallnose cornerbead with perforated flanges; use on curved corners.

Smallnose cornerbead with expanded flanges reinforced by perforated stiffening rib; use on columns and for finishing unit masonry corners.

Bullnose cornerbead, radius 19 mm (3/4 inch) minimum, with expanded flanges; use at locations indicated on construction documents.

Casing Beads: Fabricated form zinc-coated (galvanized) steel; squareedged style; with expanded flanges.

FASTENERS

Tie, wire, screws, staples, clips, nails, and other fasteners ASTM C1063, except as otherwise specified.

Provide fasteners for securing metal plastering bases having heads, or inserted through washers large enough to engage two (2) strands (two (2) on each side of screw) of the metal plastering base.

Screws: ASTM C1002.

Expansion Shields: CID A-A-55615, of the Type and Class applicable.

CEMENT

Portland: ASTM C150/C150M, Type I.

Masonry: ASTM C91/C91M, Type N.

LIME

ASTM C206, Type S; or ASTM C207, Type S.

AGGREGATES (Sand) ASTM C897, graded as required to suit texture of finish specified.

BONDING AGENT

ASTM C932.

FACTORY PREPARED FINISH COAT FOR CEMENT PLASTER (STUCCO)

Factory prepared dry blend of materials, integrally colored, designed for exterior finish coat application.

Pigments: ASTM C979/C979M, lime proof mineral oxide.

Particle Size: Not more than 35 percent, by weight of all ingredients, including cement, aggregate, hydrated lime, admixture and coloring pigment is to pass a number 100 sieve.

ADMIXTURES

Air Entrainment: ASTM C260/C260M.

EXECUTION

METAL PLASTERING BASES (LATH) LOCATIONS

Where metal plastering bases are used as a base for exterior cement plaster over wall sheathing, provide wire lath or stucco mesh with water resistant backing.

INSTALLING PLASTERING ACCESSORIES

Install accessories in accordance with ASTM C1063, except as otherwise specified.

Set plastering accessories plumb, level and true to line, neatly mitered at corners and intersections, and securely attach to supporting surfaces.

Install in one (1) piece, within the limits of the longest commercially available lengths.

Corner Beads: Externalcorner reinforcement corner bead at exterior corners, as required to establish grounds, and where shown on construction documents.

Strip Lath:

Install centered over joints between dissimilar materials, such as hollow tile, brick, concrete masonry units, concrete, and joints with expanded lath on framing or furring, where both such surfaces are required to be plastered and are in contact with each other in same plane, except where expansion joints and casing beads are required.

Wire tie or fasten strip lath to base along both edges at not over 152 mm (6 inches) on centers.

Casing Beads:

Provide at locations where shown on construction documents and at following locations where plaster terminates to provide finish trim:

Against nonplastered surfaces such as masonry, concrete, and wood.

Against trim of steel frames and trim of other materials and equipment, except where trim overlaps plaster.

Around perimeter of openings except where edge is covered by flanges. Locate to conform to dimensions shown on shop drawings.

Where plaster for new walls or furring (vertical or horizontal) terminates against existing construction.

Both sides of expansion and control joints unless shown otherwise on construction documents.

Provide at perimeter angles between walls and ceilings so as to provide floating angle (unrestrained) construction in accordance with ASTM C1063.

Cornerites:

Provide at interior corners of walls, partitions, and other vertical surfaces to be plastered, except where lath is carried around angle.

Fasten only as necessary to retain position during plastering.

Omit cornerites at junction of new plastered walls with existing plastered walls at locations where casing beads are specified.

Control Joints:

Where control joints are placed parallel to framing members, install joints within 101 mm (4 inches) of the framing member.

Install control joints only to the edges of abutting sheets of lath so that the lath is not continuous or tied across the joint.

Extend joints the full width and height of the wall or length of soffit/ceiling plaster membrane.

SURFACE PREPARATION OF SOLID BASES

Surfaces that are to receive plaster are to be prepared and conditioned in accordance with ASTM C926, except as otherwise specified.

New surfaces of masonry and concrete:

Remove projections and clean concrete surface of form oil.

Fill depressions, holes, cracks and similar voids flush with Portland cement plaster to provide substrate within the tolerance specified in ASTM C926.

Use bonding agent.

Cover with self-furring lath where required to keep the total plaster thickness as specified in Table 4 of ASTM C926.

PORTLAND CEMENT BASED PLASTER

Provide portland cement based plaster where cement plaster (stucco) is shown and specified, and as follows:

ThreeCoat work is to be used over all metal plastering bases, with or without solid backing.

TwoCoat work may only be used over solid bases conforming to requirements of Paragraph, SURFACE PREPARATION OF SOLID BASES.

Proportion, mix and apply plaster in accordance with ASTM C926, except as otherwise specified.

Provide air entrained plaster for all exterior work.

Factory prepared finish coat: Add water, mix, and apply as specified by manufacturer.

Color:

Provide natural cement color when painted or other coating is specified.

Paint color is to match adjacent cement plaster (stucco) Finish coat is to have a finish to match adjacent cement plaster (stucco).

E N D 09 24 00 - 1

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