HomeMy WebLinkAboutCornell Store Specification 04242017LaBella Associates, D.P.C. CORNELL UNIVERSITY April, 2017
Project No. 2170675 Cornell Store Code Issues
Facility Code: 2088
SELECTIVE DEMOLITION 024119 - 1
SECTION 024119 - SELECTIVE DEMOLITION
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Demolition and removal of selected portions of building or structure.
2. Salvage of existing items to be reused or recycled.
1.2 MATERIALS OWNERSHIP
A. Unless otherwise indicated, demolition waste becomes property of Contractor.
B. Historic items, relics, antiques, and similar objects including, but not limited to, cornerstones
and their contents, commemorative plaques and tablets, and other items of interest or value to
Owner that may be uncovered during demolition remain the property of Owner.
1. Carefully salvage in a manner to prevent damage and promptly return to Owner.
1.3 PREINSTALLATION MEETINGS
A. Predemolition Conference: Conduct conference at the Project site.
1.4 INFORMATIONAL SUBMITTALS
A. Proposed Protection Measures: Submit report, including Drawings, that indicates the measures
proposed for protecting individuals and property, for dust control and, for noise control. Indicate
proposed locations and construction of barriers.
B. Schedule of selective demolition activities with starting and ending dates for each activity.
C. Predemolition photographs or video.
1.5 CLOSEOUT SUBMITTALS
A. Inventory of items that have been removed and salvaged.
1.6 FIELD CONDITIONS
A. Owner will occupy portions of building immediately adjacent to selective demolition area.
Conduct selective demolition so Owner's operations will not be disrupted.
LaBella Associates, D.P.C. CORNELL UNIVERSITY April, 2017
Project No. 2170675 Cornell Store Code Issues
Facility Code: 2088
SELECTIVE DEMOLITION 024119 - 2
B. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as
far as practical.
1. Before selective demolition, Owner will remove and preserve the following items for
reinstallation by the contractor:
a. Two sections of wall cabinets.
b. Wall mounted countertop.
c. Two sections of base cabinets and associated countertop.
d. Wall mounted shelf and brackets.
2. Before selective demolition, Owner will remove and reinstall the following item:
Flat screen TV.
C. Notify Architect of discrepancies between existing conditions and Drawings before proceeding
with selective demolition.
D. Storage or sale of removed items or materials on-site is not permitted.
E. Utility Service: Maintain existing utilities indicated to remain in service and protect them
against damage during selective demolition operations.
1. Maintain fire-protection facilities in service during selective demolition operations.
F. Arrange selective demolition schedule so as not to interfere with Owner's operations.
1.7 WARRANTY
A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged
during selective demolition, by methods and with materials and using approved contractors so
as not to void existing warranties.
PART 2 - PRODUCTS
2.1 PERFORMANCE REQUIREMENTS
A. Regulatory Requirements: Comply with governing EPA notification regulations before
beginning selective demolition. Comply with hauling and disposal regulations of authorities
having jurisdiction.
B. Standards: Comply with ASSE A10.6 and NFPA 241.
LaBella Associates, D.P.C. CORNELL UNIVERSITY April, 2017
Project No. 2170675 Cornell Store Code Issues
Facility Code: 2088
SELECTIVE DEMOLITION 024119 - 3
PART 3 - EXECUTION
3.1 EXAMINATION
A. Verify that utilities have been disconnected and capped before starting selective demo lition
operations.
B. Inventory and record the condition of items to be removed and salvaged.
3.2 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS
A. Existing Services/Systems to Remain: Maintain services/systems indicated to remain and
protect them against damage.
B. Existing Services/Systems to Be Removed, Relocated, or Abandoned: Locate, identify,
disconnect, and seal or cap off utility services and mechanical/electrical systems serving areas
to be selectively demolished.
1. Owner will arrange to shut off indicated services/systems when requested by Contractor.
2. Arrange to shut off utilities with utility companies.
3. If services/systems are required to be removed, relocated, or abandoned, provide
temporary services/systems that bypass area of selective demolition and that maintain
continuity of services/systems to other parts of building.
4. Disconnect as required and protect for reinstallation, electrical devices, fire alarm pull
stations and enunciator devices, fire-suppression systems, plumbing, and HVAC systems,
equipment, and components to be preserved and/or re-installed.
a. Equipment to Be Removed and Reinstalled: Disconnect and cap services and
remove, clean, and store equipment; when appropriate, reinstall, reconnect, and
make equipment operational.
b. Equipment to Be Removed and Salvaged: Disconnect and cap services and remove
equipment and deliver to Owner.
3.3 PROTECTION
A. Temporary Protection: Provide temporary barricades and other protection required to prevent
injury to people and damage to adjacent buildings and facilities to remain.
B. Temporary Shoring: Design, provide, and maintain shoring, bracing, and structural supports as
required to preserve stability and prevent movement, settlement, or collapse of construction and
finishes to remain, and to prevent unexpected or uncontrolled movement or collapse of
construction being demolished.
C. Remove temporary barricades and protections where hazards no longer exist.
LaBella Associates, D.P.C. CORNELL UNIVERSITY April, 2017
Project No. 2170675 Cornell Store Code Issues
Facility Code: 2088
SELECTIVE DEMOLITION 024119 - 4
3.4 SELECTIVE DEMOLITION
A. General: Demolish and remove existing construction only to the extent required by new
construction and as indicated. Use methods required to complete the Work within limitations of
governing regulations and as follows:
1. Neatly cut openings and holes plumb, square, and true to dimensions required. Use
cutting methods least likely to damage construction to remain or adjoining construction.
Use hand tools or small power tools designed for sawing or grinding, not hammering and
chopping. Temporarily cover openings to remain.
2. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring
existing finished surfaces.
3. Do not use cutting torches until work area is cleared of flammable materials. At
concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden
space before starting flame-cutting operations. Maintain portable fire-suppression devices
during flame-cutting operations.
4. Maintain fire watch during and for at least 2 hours after flame-cutting operations.
5. Locate selective demolition equipment and remove debris and materials so as not to
impose excessive loads on supporting walls, floors, or framing.
6. Dispose of demolished items and materials promptly.
B. Site Access and Temporary Controls: Conduct selective demolition and debris -removal
operations to ensure minimum interference with roads, streets, walks, walkways, and other
adjacent occupied and used facilities.
C. Removed and Salvaged Items:
1. Clean salvaged items.
2. Pack or crate items after cleaning. Identify contents of containers.
3. Store items in a secure area until delivery to Owner.
4. Transport items to Owner's storage area designated by Owner.
5. Protect items from damage during transport and storage.
D. Removed and Reinstalled Items:
1. Clean and repair items to functional condition adequate for intended reuse.
2. Pack or crate items after cleaning and repairing. Identify contents of containers.
3. Protect items from damage during transport and storage.
4. Reinstall items in locations indicated. Comply with installation requirements for new
materials and equipment. Provide connections, supports, and miscellaneous materials
necessary to make item functional for use indicated.
E. Existing Items to Remain: Protect construction indicated to remain against damage and soiling
during selective demolition. When permitted by Architect, items may be removed to a suitable,
protected storage location during selective demolition and cleaned and reinstalled in their
original locations after selective demolition operations are complete.
LaBella Associates, D.P.C. CORNELL UNIVERSITY April, 2017
Project No. 2170675 Cornell Store Code Issues
Facility Code: 2088
SELECTIVE DEMOLITION 024119 - 5
3.5 CLEANING
A. Remove demolition waste materials from Project site and dispose of them in an EPA-approved
construction and demolition waste landfill acceptable to authorities having jurisdiction.
1. Do not allow demolished materials to accumulate on-site.
2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces
and areas.
3. Remove debris from elevated portions of building by chute, hoist, or other device that
will convey debris to grade level in a controlled descent.
4. Comply with requirements specified in Section 017419 "Construction Waste
Management and Disposal."
B. Burning: Do not burn demolished materials.
C. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective
demolition operations. Return adjacent areas to condition existing before selective demolition
operations began.
END OF SECTION 024119
LaBella Associates, D.P.C. CORNELL UNIVERSITY April, 2017
Project No. 2170675 Cornell Store Code Issues
Facility Code: 2088
NON-STRUCTURAL METAL FRAMING 092216 - 1
SECTION 092216 - NON-STRUCTURAL METAL FRAMING
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Non-load-bearing steel framing systems for interior partitions.
1.2 ACTION SUBMITTALS
A. Product Data: For each type of product.
1.3 INFORMATIONAL SUBMITTALS
A. Product Certificates: For each type of code-compliance certification for studs and tracks.
1.4 QUALITY ASSURANCE
A. Code-Compliance Certification of Studs and Tracks: Provide documentation that framing
members are certified according to the product-certification program of the Certified Steel Stud
Association or the Steel Stud Manufacturers Association.
PART 2 - PRODUCTS
2.1 PERFORMANCE REQUIREMENTS
A. Fire-Test-Response Characteristics: For fire-resistance-rated assemblies that incorporate non-
load-bearing steel framing, provide materials and construction identical to those tested in
assembly indicated, according to ASTM E 119 by an independent testing agency.
2.2 FRAMING SYSTEMS
A. Framing Members, General: Comply with ASTM C 754 for conditions indicated.
1. Steel Sheet Components: Comply with ASTM C 645 requirements for metal unless
otherwise indicated.
2. Protective Coating: ASTM A 653/A 653M, G60 (Z180), hot-dip galvanized unless
otherwise indicated.
B. Studs and Tracks: ASTM C 645.
LaBella Associates, D.P.C. CORNELL UNIVERSITY April, 2017
Project No. 2170675 Cornell Store Code Issues
Facility Code: 2088
NON-STRUCTURAL METAL FRAMING 092216 - 2
1. Steel Studs and Tracks:
a. Manufacturers: Subject to compliance with requirements, available manufacturers
offering products that may be incorporated into the Work include, but are not
limited to the following:
1) Custom Stud.
2) MBA Building Supplies.
3) Steel Construction Systems.
b. Minimum Base-Metal Thickness: As required by performance requirements for
horizontal deflection (minimum 20 gauge).
c. Depth: As indicated on Drawings 3-5/8 inches (92 mm).
C. Slip-Type Head Joints: Where indicated, provide one of the following:
1. Single Long-Leg Track System: ASTM C 645 top track with 2-inch- (51-mm-) deep
flanges in thickness not less than indicated for studs, installed with studs friction fit in to
top track and with continuous bridging located within 12 inches (305 mm) of the top of
studs to provide lateral bracing.
2. Double-Track System: ASTM C 645 top outer tracks, inside track with 2-inch- (51-mm-)
deep flanges in thickness not less than indicated for studs and fastened to studs, and outer
track sized to friction-fit over inner track.
3. Deflection Track: Steel sheet top track manufactured to prevent cracking of finishes
applied to interior partition framing resulting from deflection of structure above; in
thickness not less than indicated for studs and in width to accommodate depth of studs.
a. Manufacturers: Subject to compliance with requirements, available manufacturers
offering products that may be incorporated into the Work include, but are not
limited to the following:
1) MBA Building Supplies.
2) Steel Construction Systems.
3) Steel Network, Inc. (The).
2.3 AUXILIARY MATERIALS
A. General: Provide auxiliary materials that comply with referenced installation standards.
1. Fasteners for Steel Framing: Of type, material, size, corrosion resistance, holding power,
and other properties required to fasten steel members to substrates.
LaBella Associates, D.P.C. CORNELL UNIVERSITY April, 2017
Project No. 2170675 Cornell Store Code Issues
Facility Code: 2088
NON-STRUCTURAL METAL FRAMING 092216 - 3
PART 3 - EXECUTION
3.1 INSTALLATION, GENERAL
A. Installation Standard: ASTM C 754.
1. Gypsum Board Assemblies: Also comply with requirements in ASTM C 840 that apply
to framing installation.
B. Install framing and accessories plumb, square, and true to line, with connections securely
fastened.
C. Install supplementary framing, and blocking to support fixtures, equipment services, heavy trim,
grab bars, toilet accessories, furnishings, or similar construction.
D. Install bracing at terminations in assemblies.
E. Do not bridge building control and expansion joints with non-load-bearing steel framing
members. Frame both sides of joints independently.
3.2 INSTALLING FRAMED ASSEMBLIES
A. Install framing system components according to spacings indicated, but not greater than
spacings required by referenced installation standards for assembly types.
B. Install studs so flanges within framing system point in same direction.
C. Install tracks at floors and overhead supports. Extend framing full height to structural supports.
Continue framing around ducts that penetrate partitions above ceiling.
1. Slip-Type Head Joints: Where framing extends to overhead structural supports, install to
produce joints at tops of framing systems that prevent axial loading of finished
assemblies.
2. Door Openings: Screw vertical studs at jambs to jamb anchor clips on door frames; install
track section (for cripple studs) at head and secure to jamb studs.
a. Install two studs at each jamb unless otherwise indicated.
b. Install cripple studs at head adjacent to each jamb stud, with a minimum 1/2-inch
(13-mm) clearance from jamb stud to allow for installation of control joint in
finished assembly.
c. Extend jamb studs through suspended ceilings and attach to underside of overhead
structure.
D. Power-Actuated Anchors: Fastener systems with working capacity greater than or equal to the
design load, according to an evaluation report acceptable to authorities having jurisdiction,
based on ICC-ES AC70. Maximum 0.145 inch diameter
LaBella Associates, D.P.C. CORNELL UNIVERSITY April, 2017
Project No. 2170675 Cornell Store Code Issues
Facility Code: 2088
NON-STRUCTURAL METAL FRAMING 092216 - 4
1. Space fasteners at 24 inches on center and a minimum of 2 inches from the edge of
concrete.
E. Mechanical Fasteners: ASTM C 1513, corrosion-resistant-coated, self-drilling, self-tapping,
steel drill screws. Maximum 0.145 inch diameter.
1. Head Type: manufacturer's standard.
2. Space fasteners at 24 inches on center and a minimum of 2 inches from the edge of
concrete.
F. Installation Tolerance: Install each framing member so fastening surfaces vary not more than
1/8 inch (3 mm) from the plane formed by faces of adjacent framing.
END OF SECTION 092216
LaBella Associates, D.P.C. CORNELL UNIVERSITY April, 2017
Project No. 2170675 Cornell Store Code Issues
Facility Code: 2088
GYPSUM BOARD 092900 - 1
SECTION 092900 - GYPSUM BOARD
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Interior gypsum board.
1.2 ACTION SUBMITTALS
A. Product Data: For each type of product.
B. Samples: For each texture finish indicated on same backing indicated for Work.
PART 2 - PRODUCTS
2.1 GYPSUM BOARD, GENERAL
A. Size: Provide maximum lengths and widths available that will minimize joints in each area and
that correspond with support system indicated.
2.2 INTERIOR GYPSUM BOARD
A. Gypsum Wallboard: ASTM C 1396/C 1396M.
1. Manufacturers: Subject to compliance with requirements, available manufacturers
offering products that may be incorporated into the Work include, but are not limited to
the following:
a. CertainTeed Corporation.
b. Georgia-Pacific Building Products.
c. National Gypsum Company.
d. USG Corporation.
2. Thickness: 5/8 inch (15.9 mm).
3. Long Edges: Tapered and featured (rounded or beveled) for prefilling.
B. Impact-Resistant Gypsum Board: ASTM C 1396/C 1396M gypsum board, tested according to
ASTM C 1629/C 1629M.
LaBella Associates, D.P.C. CORNELL UNIVERSITY April, 2017
Project No. 2170675 Cornell Store Code Issues
Facility Code: 2088
GYPSUM BOARD 092900 - 2
1. Manufacturers: Subject to compliance with requirements, available manufacturers
offering products that may be incorporated into the Work include, but are not limited to
the following:
a. CertainTeed Corporation.
b. Georgia-Pacific Building Products.
c. National Gypsum Company.
d. USG Corporation.
2. Core: 5/8 inch (15.9 mm), regular type.
3. Surface Abrasion: ASTM C 1629/C 1629M, meets or exceeds Level 2 requirements.
4. Indentation: ASTM C 1629/C 1629M, meets or exceeds Level 2 requirements.
5. Soft-Body Impact: ASTM C 1629/C 1629M, meets or exceeds Level 2 requirements.
6. Hard-Body Impact: ASTM C 1629/C 1629M, meets or exceeds Level 2 requirements
according to test in Annex A1.
7. Long Edges: Tapered.
8. Mold Resistance: ASTM D 3273, score of 10 as rated according to ASTM D 3274.
2.3 TRIM ACCESSORIES
A. Interior Trim: ASTM C 1047.
1. Material: Galvanized or aluminum-coated steel sheet or rolled zinc.
2. Shapes:
a. Cornerbead.
b. LC-Bead: J-shaped; exposed long flange receives joint compound.
2.4 JOINT TREATMENT MATERIALS
A. General: Comply with ASTM C 475/C 475M.
B. Joint Tape:
1. Interior Gypsum Board: Adhesive type glass mesh.
C. Joint Compound for Interior Gypsum Board: For each coat, use formulation that is compatible
with other compounds applied on previous or for successive coats.
1. Prefilling: At open joints and damaged surface areas, use setting-type taping compound.
2. Embedding and First Coat: For embedding tape and first coat on j oints, fasteners, and
trim flanges, use drying-type, all-purpose compound.
a. Use setting-type compound for installing paper-faced metal trim accessories.
LaBella Associates, D.P.C. CORNELL UNIVERSITY April, 2017
Project No. 2170675 Cornell Store Code Issues
Facility Code: 2088
GYPSUM BOARD 092900 - 3
3. Fill Coat: For second coat, use drying-type, all-purpose compound.
4. Finish Coat: For third coat, use drying-type, all-purpose compound.
5. Skim Coat: For final coat of Level 4 finish, use drying-type, all-purpose compound.
2.5 AUXILIARY MATERIALS
A. General: Provide auxiliary materials that comply with referenced installation standards and
manufacturer's written instructions.
B. Steel Drill Screws: ASTM C 1002 unless otherwise indicated.
1. Use screws complying with ASTM C 954 for fastening panels to steel members from
0.033 to 0.112 inch (0.84 to 2.84 mm) thick.
2. For fastening cementitious backer units, use screws of type and size recommended by
panel manufacturer.
C. Sound-Attenuation Blankets: ASTM C 665, Type I (blankets without membrane facing)
produced by combining thermosetting resins with mineral fibers manufactured from glass, slag
wool, or rock wool.
D. Acoustical Sealant: Manufacturer's standard nonsag, paintable, nonstaining latex sealant
complying with ASTM C 834. Product effectively reduces airborne sound transmission through
perimeter joints and openings in building construction as demonstrated by testing representative
assemblies according to ASTM E 90.
1. Manufacturers: Subject to compliance with requirements, available manufacturers
offering products that may be incorporated into the Work include, but are not limited to
the following:
a. Pecora Corporation.
b. USG Corporation.
PART 3 - EXECUTION
3.1 APPLYING AND FINISHING PANELS
A. Examine panels before installation. Reject panels that are wet, moisture damaged, and mold
damaged.
B. Comply with ASTM C 840.
C. Isolate perimeter of gypsum board applied to non-load-bearing partitions at structural
abutments. Provide 1/4- to 1/2-inch- (6.4- to 12.7-mm-) wide spaces at these locations and trim
edges with edge trim where edges of panels are exposed. Seal joints between edges and abutting
structural surfaces with acoustical sealant.
LaBella Associates, D.P.C. CORNELL UNIVERSITY April, 2017
Project No. 2170675 Cornell Store Code Issues
Facility Code: 2088
GYPSUM BOARD 092900 - 4
D. For trim with back flanges intended for fasteners, attach to framing with same fasteners used for
panels. Otherwise, attach trim according to manufacturer's written instructions.
E. Prefill open joints and damaged surface areas.
F. Apply joint tape over gypsum board joints, except for trim products specifically indicated as not
intended to receive tape.
G. Gypsum Board Finish Levels: Finish panels to levels indicated below and according to
ASTM C 840:
1. Level 1: Ceiling plenum areas, concealed areas, and where indicated.
2. Level 4: At panel surfaces that will be exposed to view unless otherwise indicated.
a. Primer and its application to surfaces are specified in Section 099123 "Interior
Painting."
3.2 PROTECTION
A. Protect installed products from damage from weather, condensation, direct sunlight,
construction, and other causes during remainder of the construction period.
B. Remove and replace panels that are wet, moisture damaged, and mold damaged.
END OF SECTION 092900
LaBella Associates, D.P.C. CORNELL UNIVERSITY April, 2017
Project No. 2170675 Cornell Store Code Issues
Facility Code: 2088
INTERIOR PAINTING 099123 - 1
SECTION 099123 - INTERIOR PAINTING
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes surface preparation and the application of paint systems on the following
interior substrates:
1. Steel and iron.
2. Gypsum board.
1.2 DEFINITIONS
A. MPI Gloss Level 1: Not more than five units at 60 degrees and 10 units at 85 degrees, according
to ASTM D 523. (Very Flat)
B. MPI Gloss Level 2: Not more than 10 units at 60 degrees and 10 to 35 units at 85 degrees,
according to ASTM D 523. (Flat)
C. MPI Gloss Level 3: 10 to 25 units at 60 degrees and 10 to 35 units at 85 degrees, according to
ASTM D 523. (Eggshell)
D. MPI Gloss Level 4: 20 to 35 units at 60 degrees and not less than 35 units at 85 degrees,
according to ASTM D 523. (Satin)
E. MPI Gloss Level 5: 35 to 70 units at 60 degrees, according to ASTM D 523. (Semi-Gloss)
F. MPI Gloss Level 6: 70 to 85 units at 60 degrees, according to ASTM D 523. (High Gloss)
G. MPI Gloss Level 7: More than 85 units at 60 degrees, according to ASTM D 523.
1.3 ACTION SUBMITTALS
A. Product Data: For each type of product. Include preparation requirements and application
instructions.
1. Include Printout of current "MPI Approved Products List" for each product category
specified, with the proposed product highlighted.
B. Samples: For each type of paint system and in each color and gloss of topcoat.
LaBella Associates, D.P.C. CORNELL UNIVERSITY April, 2017
Project No. 2170675 Cornell Store Code Issues
Facility Code: 2088
INTERIOR PAINTING 099123 - 2
1.4 QUALITY ASSURANCE
A. Mockups: Apply mockups of each paint system indicated and each color and finish selected to
verify preliminary selections made under Sample submittals and to demonstrate aesthetic effects
and set quality standards for materials and execution.
1. Architect will select one surface to represent surfaces and conditions for application of
each paint system.
a. Vertical and Horizontal Surfaces: Provide samples of at least 100 sq. ft. (9 sq. m).
b. Other Items: Architect will designate items or areas required.
2. Final approval of color selections will be based on mockups.
a. If preliminary color selections are not approved, apply additional mockups of
additional colors selected by Architect at no added cost to Owner.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Manufacturers: Subject to compliance with requirements, available manufacturers offering
products that may be incorporated into the Work include, but are not limited to the following:
1. Benjamin Moore & Co. (Basis of Design)
2. Sherwin-Williams Company (The).
B. Products: Subject to compliance with requirements, available products that may be incorporated
into the Work include, but are not limited to products listed in the Interior Painting Schedule for
the paint category indicated.
2.2 PAINT, GENERAL
A. MPI Standards: Products shall comply with MPI standards indicated and shall be listed in its
"MPI Approved Products Lists."
B. Material Compatibility:
1. Materials for use within each paint system shall be compatible with one another and
substrates indicated, under conditions of service and application as demonstrated by
manufacturer, based on testing and field experience.
2. For each coat in a paint system, products shall be recommended in writing by topcoat
manufacturers for use in paint system and on substrate indicated.
LaBella Associates, D.P.C. CORNELL UNIVERSITY April, 2017
Project No. 2170675 Cornell Store Code Issues
Facility Code: 2088
INTERIOR PAINTING 099123 - 3
C. Colors: As listed below. Contractor to verify with Owner and match adjacent surfaces for
color and sheen.
1. Cornell Red at stair: Benjamin Moore – color number 1323
2. Break Room interior: Benjamin Moore – color OC-17
3. Stair Landing wall: Benjamin Moore – color OC-17
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates and conditions, with Applicator present, for compliance with requirements
for maximum moisture content and other conditions affecting performance of the Work.
B. Maximum Moisture Content of Substrates: When measured with an electronic moisture meter
as follows:
1. Gypsum Board: 12 percent.
C. Verify suitability of substrates, including surface conditions and compatibility with existing
finishes and primers.
D. Proceed with coating application only after unsatisfactory conditions have been corrected.
1. Application of coating indicates acceptance of surfaces and conditions.
3.2 PREPARATION
A. Comply with manufacturer's written instructions and recommendations in "MPI Architectural
Painting Specification Manual" applicable to substrates and paint systems indicated.
B. Remove hardware, covers, plates, and similar items already in place that are removable and are
not to be painted. If removal is impractical or impossible because of size or weight of item,
provide surface-applied protection before surface preparation and painting.
1. After completing painting operations, use workers skilled in the trades involved to
reinstall items that were removed. Remove surface-applied protection if any.
3.3 APPLICATION
A. Apply paints according to manufacturer's written instructions and recommendations in "MPI
Architectural Painting Specification Manual."
B. Apply paints to produce surface films without cloudiness, spotting, holidays, laps, brush marks,
roller tracking, runs, sags, ropiness, or other surface imperfections. Cut in sharp lines and color
breaks.
LaBella Associates, D.P.C. CORNELL UNIVERSITY April, 2017
Project No. 2170675 Cornell Store Code Issues
Facility Code: 2088
INTERIOR PAINTING 099123 - 4
3.4 INTERIOR PAINTING SCHEDULE
A. Steel Substrates:
a. Prime Coat: Primer, rust inhibitive, water based.
b. Intermediate Coat: Latex, interior, institutional low odor/VOC, matching topcoat.
c. Topcoat: Latex, interior, institutional low odor/VOC (MPI Gloss Level 4).
B. Gypsum Board Substrates:
1. Institutional Low-Odor/VOC Latex System:
a. Prime Coat: Primer sealer, interior, institutional low odor/VOC.
b. Intermediate Coat: Latex, interior, institutional low odor/VOC, matching topcoat.
c. Topcoat: Latex, interior, institutional low odor/VOC (MPI Gloss Level – Match
Existing Adjacent Surfaces).
C. Wood Substrates: Wood Doors and Frames.
1. Institutional Low-Odor/VOC Latex System:
a. Prime Coat: Primer, latex, for interior wood.
b. Intermediate Coat: Latex, interior, institutional low odor/VOC, matching topcoat.
c. Topcoat: Latex, interior, institutional low odor/VOC, semi-gloss (MPI Gloss
Level 5).
END OF SECTION 099123