bid no. 1833

BID NO. 1833

PAINTING SUMMER 2019

PACKAGE 3

Volume 2

DATE DUE:

03/28/2019 at 11:00 a.m.

Mt. Diablo Unified School District Page | 2

Bid 1833 – Painting Summer 2019 Package 3 Table of Contents

TABLE OF CONTENTS

VOLUME II - TECHNICAL SPECIFICATIONS

Division 2 Existing Conditions

02 41 13 Selective Demolition

Division 6 Wood, Plastics and Composites

06 10 00 Rough Carpentry

06 40 00 Architectural Woodwork

Division 7 Thermal and Moisture Protection

07 92 00 Joint Sealants

Division 9 Finishes

09 90 00 Painting

END OF DOCUMENT


Bid 1833 – Painting Summer 2019 Package 3 02 41 13 Selective Demolition

SECTION 02 41 13

SELECTIVE DEMOLITION

PART 1 – GENERAL

1.1 SUMMARY:

A. Section includes: Requirements for performing selective exterior demolition.

1.2 SUBMITTALS:

Comply with requirements of Shop Drawings, Product Data and Samples Section 01 33 00.

A. Salvageable items: Submit typewritten list of items to be salvaged, for Owner’s approval.

1.3 QUALITY ASSURANCE:

A. Perform demolition in conformance with ANSI A10.6.

1.4 EXISTING CONDITIONS:

A. Prior to start of demolition operations, conduct survey of existing conditions. On such survey, list items

specified and indicated to be salvaged.

B. Following performance of demolition, inspect and report defects and structural weaknesses of construction

and improvements partially demolished, cut and removed; of construction and improvements remaining;

and of adjacent construction and improvements.

C. Protection: Protect the structural integrity of existing construction and improvements to remain.

PART 2 – PRODUCTS

2.1 MATERIALS:

A. General:

1. Remove and dispose of items and materials not designated to be salvaged. Other than hazardous

material, all debris disposal shall be coordinated with local disposal services.

2. If, in the course of removing designated items and materials, the condition of other materials or the

structure so exposed appears to be damaged or of otherwise questionable condition, immediately notify

the Architect, who will determine if the other materials or structure shall be removed, and if so, to what

extent.

3. Nothing to be removed from the site shall be stored, sold, or burned on the site without the Architect’s

and Owners prior written consent.

4. Remove and dispose of debris found in work areas at start of work.

5. Follow directions of this specification for removal of hazardous materials that are encountered.

PART 3 – EXECUTION

3.1 EXAMINATION:

A. Verify that conditions are satisfactory for beginning selective demolition. If unsatisfactory conditions exist,

do not begin demolition operations until such conditions have been corrected.


Bid 1833 – Painting Summer 2019 Package 3 02 41 13 Selective Demolition

3.2 PREPARATION:

A. Prior to start of demolition operations, prepare a proposed layout and sequence for the work; coordinate

with related work which requires cutting and sawing.

B. Review proposed layout and sequence with the Architect prior to starting demolition operations.

C. Cap, re-route and protect utility lines prior to start of demolition operations per the Mechanical, Plumbing

and Electrical work.

3.3 GENERAL:

A. As demolition progresses, continuously inspect for damage. Should signs of damage arise, immediately

notify the Architect and stop demolition operations in the affected location until advised as to how to

proceed.

B. Remove items designated for demolition, and as required for the performance of the work. If in doubt as to

whether an item is to be demolished, contact the Architect for a decision prior to proceeding with its

demolition.

C. Remove items carefully; provide for neat and structurally sound junctions between existing and new

materials.

D. As applicable, remove miscellaneous items and fastenings associated with items to be demolished.

E. Demolish concrete in small sections.

F. Clean surfaces affected by demolition operations of adhesives, bitumen, and other adhering materials, as

required to afford suitable substrates for the application of new materials.

3.4 CUTTING AND CORING:

A. Make new openings neat, as close as possible to profiles indicated, and only to the extent required to

accommodate new work.

B. Do not cut or alter structural members without the prior written consent of the Architect or Engineer.

C. At concrete, masonry, and other materials where edges of cuts and holes will remain exposed in the

completed work, perform cutting and coring with power equipment.

END OF SECTION


Bid 1833 – Painting Summer 2019 Package 3 06 10 00 Rough Carpentry

SECTION 06 10 00

ROUGH CARPENTRY

PART 1 GENERAL

1.01 SCOPE

A. Work Specified

1. Furnish all labor, materials and equipment for rough carpentry necessary to complete the work specified and required.

B. Work Included

1. This section includes all rough carpentry, framing and formwork required to complete the work shown on the plans and specified herein. Contractor shall provide backing required by other trades.

1.02 QUALITY ASSURANCE

A. Reference Standard 1. California Building Code 2010 edition, Chapter 23 (noted herein as CBC)

2. All lumber: California Building Code Standard No. 23-1, Classification, Definition and Methods of Grading for all Species of Lumber"

3. Plywood: California Building Code Standard No. 23-2

4. "Timber Construction Standards" (AITC), latest edition

5. "National Design Specifications," latest Edition

B. Testing & Inspection: At the direction of the Architect, the owner's testing laboratory will test and

report on the moisture content of all lumber at time of delivery, and at close in. The laboratory will

report its findings immediately to the contractor and the Architect.

1.03 GENERAL REQUIREMENTS

A. All work shall be completed in accordance with best standards of practice for carpentry work. When

complete, exposed surfaces shall be free from dents and tool marks, unsanded rough or torn faces

and corners, and other defects.

B. Furnish all nails, screws, adhesives and other installation accessories necessary for proper erection

and completion of carpentry work.

C. Verify all conditions at project site affecting the work; work to adhere to field dimensions as

required. Coordinate carpentry with rough-ins and installations under other sections.

D. Protect materials against any damage.



1.04 SUBMITTALS

A. Contractor shall submit valid ICC reports for all products proposed for use.

PART 2 PRODUCTS

2.01 MATERIALS

A. Fasteners:

1. General requirements for fasteners:

a. Fastenings shall be of adequate size and types for the purposes for which they are

used.

b. Include washers, pre-drilling, etc. required for installation.

c. For exterior work, fastenings shall be hot dip galvanized, non-ferrous, or made

rust-resistant by approved methods.

2. Nails and nailing not otherwise shown or specified:

a. Comply with requirements of CBC.

b. For securing materials to hardened concrete or masonry, hardened steel masonry

nails or Tapcon screws.

c. For Framing, Plywood and General Structural Wood Work.

1) All nails shall be of bright common wire with full round heads, and shall

be of sufficient length to exceed required penetration into the supporting

member by 1/8”.

2) Framing nails shall be hand-driven and shall meet the dimensional

requirements for common wire nails 2304.9.1 of the CBC.

3) Plywood Nails: Hand-driven nails shall conform to requirements above.

4) Pneumatically (machine) driven nails shall not be used without a valid

ICC Report. Contractor shall provide for submittal to DSA- and the

Architect a current ICC Report, nail sample with nail dimensions, head

and shank diameter and nail length, and specifications for the nailing

device. Nailing device must be adjustable regards the depth of driving

the nail. Use of pneumatic nailing is subject to a satisfactory sample

jobsite demonstration for each project. The approval is subject to

continued satisfactory performance. If nail heads penetrate the outer ply

more than would be normal for a hand hammer, or if minimum allowable

edge distances are not maintained, the performance will be deemed

unsatisfactory. Nails and nailing shall also conform to 1 above.

3. Bolts:

a. ASTM A-307, standard semi-finished machine bolts as shown, with malleable

iron washers or steel plate washers unless otherwise shown, shall be provided

under all bolt heads and nuts.



b. Anchor bolts ASTM A307 or ASTM A36. No upset threads allowed.

4. Powder-actuated fastenings: Use only as approved by the Architect and DSA-ORS.

5. Framing hardware: Fabricated sheet metal timber framing connectors shall be

manufactured from hot-dipped galvanized steel by "Simpson Company", San Leandro;

"Universal Anchors Company" (Simpson Co. per catalogue No. C2007 are identified on

the drawings). Connectors shall be at least 16 gauge material. Nails and nailing shall

conform to the manufacturer's instructions with a nail provided for each punched hole. All

heavy hardware to be fabricated from A-36 steel per Division 5, Metals. All hardware

intended for exterior use shall be galvanized.

6. Glue between floor framing and plywood sub floor to be APA System per AFG-01.

B. Structural Lumber and Plywood

1. Lumber and plywood graded and grade-marked per standards specified.

2. Lumber:

a. Size per industry standards for nominal sizes shown; S4S.

b. Moisture content of framing: maximum 19% when installed and maximum 15%

at time of close-in. In areas with dry hot summer months, maximum 12%.at close-

in.

c. Sills on concrete or masonry: Pressure treated No. 2 Douglas Fir and as called for

on the drawings.

d. Structural framing shall be Douglas Fir with grades as noted below unless

otherwise specified on the drawings. All grades per WCLB STD grading rules

#17.

1) All permanently exposed framing shall be select structural grade with no

box heart.

2) Except per 1 above, minimum grades are:

Floor and roof 2X joist and 2X rafters D.F. No. 1;

2x4, 2x6, and 2x8 studs and plates D.F. No. 1;

4x and larger D.F. No. 1. Blocking DF No. 1;

6x8 and larger posts and beams shall be per 3.

3) 6x posts, DF select structural with no box heart.

4) Miscellaneous framing – D.F. No. 1

5) Applicable WCLB paragraphs for framing:

2 x 4 to 4 x 4 par. 124

2 x 6 to 4 x 16, structural joists and planks par. 123

Beams (6 x), beams & stringers par.130

Posts (6 x) par. 131

e. Splits and checks are to be limited to 1x the depth of the member.

f. Warped/twisted and excessively checked members shall not be used regardless of

grade marks.



g. LVL are 2.0 Grade. Manufacturer: Boise Cascade or equivalent.

3. Plywood

a. All structural plywood shall be grade marked for conformance with CBC and

Uniform Building Code Standard 23-2, "Product Standard PS-1-95", and shall be

fabricated with exterior glue. Grades shall be as per the drawings.

C. Preservative Treatments

1. Field-applied treatment to light framing: For all lumber and plywood contacting or within

6-inches of soils and contacting concrete or masonry, except pressure-treated materials.

Pressure-treated materials shall be used for all items embedded in concrete, or in contact

with soil.

a. F.S. TT-W-570a(1), non-creosote type

b. Apply two brush coats, or fill-immersion dip not less than 15 minutes or as required to thoroughly saturate all surfaces after cutting. Air-dry 2 hours minimum before installation.

c. Acceptable Products: Cuprinol #10, Darworth Co., Avon, CT; Ternman-8, Jasco.

2. Framing lumber and plywood that is directly exposed to weather or soil:

a. Pressure-treated materials shall be in accordance with CBC 2303A.1.3 as follows:

1) Pentachlorophenol Type C @ .4% retention not in contact with ground, .5% in contact with ground.

2) Ammoniacal Copper Arsenate, .23% above ground, .40% in contact with ground.

b. Preservative types

1) Framing exposed to view – Pentachlorophenol

2) Sill plates, ledgers, hidden framing – Ammoniacal Copper Arcenate and items embedded in soil or concrete.

c. All treated lumber shall bear an AWPB treatment stamp on each piece.

d. Field treatment of end cuts and holes in pressure-treated materials F.S. TT-W-472B, and per 1 above.

D. Building Paper

1. Waterproof, non-staining, long fibered Kraft type paper. F.S. UU-B-790, type I or II.

E. Fire Resistant Treatment

1. Where fire resistant plywood and wood framing is indicated, the wood shall be treated as

follows:



Fire retardant (FR-S Type): Chemically treated and pressure impregnated; capable of

providing a maximum flame spread/smoke development rating of 25/50 in accordance with

ASTM E84 (30 min.). Treatment manufacturer must recommend product and application

process as being suitable for painting. Fire retardant to be applied by a California State

Fire Marshal approved licensed Contractor.

PART 3 EXECUTION

3.01 REQUIREMENTS FOR STRUCTURAL FRAMING

A. General

1. Refer to drawings for layouts, notes and details. Provide framing as required. Comply

with governing building code requirements.

2. Provide framing to achieve alignments true to surfaces receiving the finish materials.

3. It shall be the responsibility of the Contractor to provide and install all wood blocking,

furring strips or grounds detailed or required to provide anchorage for all finishes,

accessories, fixtures, etc. as required to complete work. All blocking and/or backing shall

be securely bolted or otherwise anchored in place.

4. Provide and install all structural framing, blocking, fasteners, brackets, clips, etc. as

required to complete work specified in the Construction Documents.

B. Stud Wall Framing

1. Sill plates on concrete shall be anchored with bolts, have full bearing on concrete, and be

exposed for plywood nailing as indicated. All bolt nuts shall be provided with a cut plate

steel washer for bearing on wood.

2. Provide minimum of two sill bolts per sill piece with a bolt within 9" of each sill end. Bolts

to be 5/8" diameter x 12" long with 2" hook at 4' on center, unless otherwise shown or

noted. Holes and notches in sill plates exceeding 1/3 of the sill width shall be treated as

end of sill.

3. Cut studs and posts with square ends, unless otherwise shown or noted. All posts and

beams shall be "cut to bear" unless otherwise detailed.

4. All studs in walls shall be placed with the shortest dimension parallel to the run of the wall.

Bearing studs shall extend full height to be the supporting framing as shown; non-bearing

studs shall extend to the supporting framing.

5. Double studs on each side of all openings, unless shown or noted otherwise.

6. All openings in stud walls and partitions shall be framed with headers across the top, as

shown, with a minimum size (6" deep x stud width) resting on short cripple studs, and as

shown on the drawings.

7. Top plates shall be double, set single. Corners where stud wall or partitions meet shall be

framed solid. Double top plates shall be lapped at corners. Lap splices and nailing per the

drawings.

8. For studs over 8 feet in height, all stud partitions and walls shall have horizontal solid

blocking not less than 2x and of the same width as the stud, fitted and nailed into the studs

at mid-height of stud, except as otherwise shown or specified. This blocking shall be so

spaced that there shall be no concealed air spaces greater than eight feet in any dimension.



9. Stud partitions containing plumbing, heating or other pipes shall be so framed as to give

proper clearance for piping. Plumbing, heating and vent pipes exceeding 1-1/2" in inside

diameter shall not be placed in partitions used as bearing or shear walls unless completely

furred clear of the wall. No notching of studs and plates shall be allowed. When the studs

must have holes drilled or cut in them such that the remaining section of stud on each side

of the hole is less than 1/3 of the largest stud dimension, plumbing, heating and vent pipes

with less than 1-1/2" inside diameter shall not be placed in stud walls or partitions used for

bearing or shear. Exterior stud walls shall not have horizontally cut holes in excess of 20%

of the largest dimension per above, without addition of multiple studs or other

strengthening measures previously approved for use by the engineer. No notching of studs

is allowed. Pipes to be placed through sill plates and double plates shall be placed in the

center through a neatly drilled hole — maximum size and reinforcing as noted on the

drawings.

C. Roof and Ceiling Framing

1. Joists and beams shall be accurately aligned and the position and spacing of all joists and

beams shall be as shown, and be coordinated with other framing and to other trades prior

to construction.

2. Place all joists and beams with crown up. Cantilevered joist and beams shall be placed

with the crown down.

3. Cutting of wood girders, beams or joists shall receive the prior review of the Architect.

3.02 PLYWOOD STRUCTURAL SHEATHING

A. General

1. Nailing

a. Hand Nailing: Conform to nail requirements. Fully drive each nail but do not

break veneer skin of plywood. Nails may be driven at a slant not to exceed one

horizontal to the plywood to six vertical to the plywood. Nails missing or partially

missing the supporting framing members ("shiners") shall be replaced.

b. Pneumatic (Machine) Nailing: Conform to hand nailing requirements above. Do

not commence with machine nailing until written approval of nailing device and

nails is obtained from DSA-ORS and the Architect. A test panel shall be nailed,

inspected and approved by the Project Inspector before proceeding with further

work. Use of pneumatic nailing is subject to continuous satisfactory job site

performance. Pneumatic nailing may be used only where the back side can be

inspected for shiners. All corrective pneumatic nailing shall be done by hand

nailing.

2. Minimum edge distance from the edge of the plywood to the center of the nail shall be

3/8". The minimum edge distance from the edge of the support framing to the center of

the nail shall be 3/8" for 2x support framing and 3/4" for 3x and larger support framing.

3. Remove and replace any joist, blocking or other support at edge of plywood that is damaged

by nailing or otherwise unfit to accept proper nailing.

4. Block all unsupported edges of plywood sheets. Blocking shall be 2x between framing

members unless noted otherwise.



5. Form plywood may be re-used for concealed sheathing framing provided the lumber at the

time of re-use is acceptable to the Architect, meets with the framing grade requirements

specified herein, is in good condition, and is thoroughly cleaned with all nails removed.

B. Roof Sheathing: Lay plywood with face grain perpendicular to roof rafters and roof trusses. Stagger

plywood sheets. Block all unsupported sheet edges.

C. Wall Sheathing: Lay with face grain either parallel or perpendicular to studs. Exposed bottom

edges shall be sealed as recommended by manufacturer. Block all unsupported sheet edges.

Plywood sheets need to have horizontal joints staggered in the vertical direction.

3.03 ROUGH HARDWARE

A. General: Nails, spikes, screws, fabricated sheet metal anchors, ties, hangers and any other materials

shown or required for the attachment of wood to concrete, wood to steel, and wood to wood shall

be furnished and installed as part of this work.

B. Framing nailing: All framing nailing shall conform to minimum requirements of the CBC, and with

details shown on the drawings.

C. Bolts, lag screws and washers

1. Bolts in wood shall be machine bolts conforming to ASTM A-307, unless otherwise noted,

and shall be of such length that not more than 1/2" of thread will bear against wood. Bolt

holes in wood shall be 1/32" oversized. Bolt holes for sill plates may be 1/16" maximum

oversize. Holes in steel shall be 1/16" oversize.

2. Provide square plate or malleable iron washer and nut at head where bearing is against

wood; cut washer under nut where it is against steel. Washer will not be required under

head of carriage bolts. Provide malleable iron washers where exposed or noted.

3. All nuts shall be tightened when placed and retightened at completion of the job or

immediately before closing.

4. Lag screws shall be screwed, not driven, into place. Drill holes same diameter and depth

as shank, then drill holes same diameter as at base of thread (60% to 75% shank diameter)

for the threaded portion.

3.04 ANCHOR AND TIES

A. Provide and install all anchors, bolts, ties, etc. required for the temporary or permanent carpentry

work. Anchors and bolts shall be accurately located where embedded in concrete and shall be

secured in position before placing concrete.

3.05 MISCELLANEOUS

A. Install miscellaneous metal angles, bolts and other items required. Secure into formwork where

embedded in concrete.

B. After completion of painting and other finishing work, install accessory items not otherwise set

under other sections in locations shown or directed by the Architect. Set items plumb, level and

well secured using proper fastening as applicable.

END OF SECTION

MT. DIABLO UNIFIED SCHOOL DISTRICT

Bid 1833 – Painting Summer 2019 Package 3

Architectural Woodwork

Section 06 40 00 Page-12

SECTION 06 40 00

ARCHITECTURAL WOODWORK

The General Conditions, Supplementary Conditions and Division 1 General Requirements are hereby made a part of

the Section as fully as if repeated herein.

PART 1 – GENERAL

1.1 DESCRIPTION

A. Work included:

1. Provide cabinets where shown on the Drawings, as specified herein, and as needed for a

complete and proper installation.

B. All cabinets shall have plastic laminate faces.

1. All doors and drawers shall be covered with plastic laminate.

C. Related work:

1. Laminated Plastic Work 06 41 16.

2. Painting 09 90 00.

3. Mechanical and Electrical Sections.

D. Definitions:

1. “Exposed work” includes all surfaces visible when doors and drawers are closed.

a. Bottoms of cases more than 4’-0” above the floor will be considered as exposed.

b. Visible members in open cases, or behind doors of clear glass, will be

considered as exposed.

2. “Semi-exposed work” includes those members behind opaque doors, such as shelves,

divisions, interior faces of ends, case backs, drawer sides, drawer backs and bottoms, and

the back face of doors.

a. Tops of cases 6’-6” or more above the floor will be considered as semi-exposed.

3. “Concealed work” includes sleepers, web frames, dust panels, and other surfaces not

usually visible after installation.

1.02 REFERENCES AND STANDARDS

The following references and standards are hereby made a part of this Section and all cabinetry shall

conform to applicable requirements therein except as otherwise specified herein or shown on the Drawings.

A. Manual of Millwork, Woodwork Institute of California (WIC).

1.03 SUBMITTALS

Comply with pertinent provisions of Shop Drawings, Product Data and Samples Section 01 33 00.





A. Product data: Within 45 calendar days after the Contractor has received the Owner’s Notice to

Proceed, submit:

1. Materials list of items proposed to be provided under this Section;

2. Shop Drawings in sufficient detail to show fabrication, installation, anchorage, and

interface of the work of this Section with the work of adjacent trades:

a. Identify cabinets, fixtures, moldings, and other items in accordance with the

system used on the Drawings;

b. Show overall dimensions, and call specific attention to all dimensions and

conditions which vary from those shown on the Drawings;

c. Indicate compliance with the selected Institute standards.

B. Samples:

1. Accompanying the Shop Drawings, submit Samples of all items of finish hardware, metal

work, trim, plastic overlays, and similar items proposed to be provided under this

Section.

2. After general colors and types of finish have been selected by the Architect, prepare and

submit Samples of the selected finishes on species of the actual cabinet and fixture

material.

a. Prepare Samples by successive masking in such a manner that the completed

will display examples of each step in the total finish system.

b. Make each step example not less than 2” x 4”.

c. Clearly identify the total finish system represented by the Sample, and clearly

identify each step in the total system.

3. Revise and resubmit the Samples as needed to secure the Architect’s approval.

1.04 PRODUCT HANDLING

A. Comply with pertinent provisions of Delivery, Storage and Handling Section 01610.

B. Provide additional protection as needed to assure that the work of this Section remains undamaged

during fabrication, installation, and the time between completion of installation and actual

acceptance of the total work.

C. Do not deliver cabinets and fixture materials or products to the job site until concrete and plaster

installation are completed and dry, not until the building interior has attained a relative humidity

of 50% to 55% at 70 degrees F.

PART 2 – PRODUCTS

2.01 WOOD

A. General:

1. Fabricate all architectural woodwork to the “custom grade” standards of the Woodwork

Institute of California, affixing the required stamp to all pertinent products and to all

pertinent submittals.





B. Plywood:

1. Veneer core:

a. Comply with PS-51 for hardwood and decorative plywood.

2. Particleboard core:

a. Comply with CS-236, type 1-B-2.

3. Lumber core:

a. When used, provide at least 5-ply consisting of face veneer, back veneer, two

crossband veneers, and a core composed of strips of lumber edgeglued into a

solid slab.

4. Provide only plywood fabricated with water-resistant glue.

5. Provide backing sheets to properly balance the face sheets.

6. To be used in sink areas.

C. Composition board:

1. Particleboard: Non-Formaldehyde Type

a. Provide high density particleboard where shown on the drawings, where

specifically approved by the Architect, and elsewhere as appropriate throughout

the work of this Section.

b. Do not use particleboard in drawer sides or bottoms, in face edgings, in base or

framing members, or in shelves or panels of any type less than 2” thick.

c. Approved products:

(1) “Timblend”:

(2) “Duraflake”;

(3) “Novaply”.

2. Not to be used in sink areas.

2.02 HARDWARE

A. General:

1. Provide finishes as selected by the Architect of products for us in this Work.

2. Where manufacturer’s name or catalog number is not indicated, provide best quality

commercially available in the specified item.

B. Hinges:

1. Pivot, Stanley 331 or 332.

C. Door and drawer pulls:

1. Stanley 4484 U-Pull

D. Catches:

1. Stanley 46.

E. Drawer guides:

1. Knape & Vogt, 1300

F. Adjustable shelf: Knape & Vogt

1. Standards 255

2. Supports 256

3. Brackets

a. 239 Wood

b. 229 Glass

G. Locks:

1. Illco Cabinets Locks 1752-04-41 (7/8”) or 1703-04-41 (1 1/8”) or National 8183 Keyed

alike in each classroom and to master #EZ002 (At all new cabinets & drawers in existing

buildings and new classrooms.)





H. Continuous hinges – Stanley.

2.03 MISCELLANEOUS MATERIALS:

A. Adhesives:

1. For woodwork and millwork, use water resistant and mold resistant adhesive complying

with Fed Spec MM-A-125, type II. Type I in sink areas.

2. For plastic laminates, use phenol, resorcinol, or melamine base, complying with Fed Spec

MM-A-181, in type, grade, and class best suited for the intended use. Typically Type II,

Type I in sink areas.

B. Plastic laminates:

1. Provide patterns and colors selected by the Architect from standard patterns and colors of

products approved for use in this work, and complying with NEMA LD3, in the

following minimum thickness.

a. Horizontal surfaces: 0.050”

b. Vertical surfaces: 0.028”

c. Post forming: 0.042”

d. Self-edge bands: 0.030”

e. Cabinet liners: 0.020”

f. Backing sheets: 0.020”

2. Finish: Suede, “Velvet” or equal.

2.04 FABRICATION

A. General:

1. Fabricate and assemble units complete at the mill insofar as their dimensions will permit

for transportation and proper handling.

2. For units with sectional construction:

a. Accurately fit and align the separate parts.

b. Provide ample screw, glue-and-bolt blocks, drawbolts, tongues, grooves, splines,

dowels, tenons, mortises, and other means of fastening to render the work of this

Section substantial, rigid, and permanently secured in the proper position.

B. Scribe Members:

1. Provide sufficient additional material to permit scribing to walls, floors, and related work.

2. Provide adequate allowance for shrinkage occurring after installation.

C. Framing and blocking:

1. Assemble with bolted and screwed connections, securing to structural backings with

cinch anchors, expansion screws, or toggle bolts as necessary.





2. Mortise-and-tenon all rails and stiles, neatly miter and member throughout, make butt

joints flush and smooth, and make up permanent joints with water resistant glue.

3. Assemble fixtures without face nails or face screws except as needed to attach trim.

a. Countersink face nails and face screws, fill with plastic wood or wood plugs,

sand smooth, and touch up to be nearly invisible.

b. Countersink the heads of all screws in every surface.

4. Cut and fit the work of this Section as necessary to receive, clear, engage, or support

other parts of the Work, and as needed for interface with electrical, plumbing, and other

units.

5. Cabinets, fixtures, and doors:

a. General:

1. Use solid stock for frames, jambs, heads, stops and edges.

2. Use plywood for body construction of cabinets where members are

more than 11” wide.

3. Where plywood is used, trim exposed edges with hardwood and cover

with appropriate plastic laminate.

b. Drawers:

1. Provide slip dovetail construction, well glued.

2. Fronts:

a. For flush slab design, provide solid stock or provide not less

than ¾” thick 5-ply veneer core plywood with top edges

bound with wood and covered with plastic laminate matching

the face.

b. For panel design and carved design, provide solid stock or

provide stile-and-rail construction in accordance with

pertinent standards.

3. Sides and backs:

a. Provide extension slides at all drawers, and provide 5/8” thick

sides and backs of solid Birch, Beech, or Ash, with no defects,

plugs, or patches.

4. Bottoms:

a. Provide ¼” thick (3/8” thick for bottoms over four sq. ft.) of

Birch, Beech, or Ash plywood dadoed into sides, fronts, and

backs.

c. Doors for cabinets:

1. For flush slab design laminated plastic covered doors, provide

matching plastic on exposed edges and provide cabinet liner or other

appropriate material approved by the Architect on semi-exposed side to

achieve equal tension.

2. Provide rubber stoops at ends and backs of doors.

3. Fit and adjust as necessary to achieve smooth and noiseless operation.

6. Rout, drill, and otherwise prepare the surfaces as needed, and firmly install all finish

hardware and accessories in accordance with the approved design and the manufactures’

recommendations.





D. Miscellaneous surfaces:

1. Concealed surfaces of cabinets and fixtures:

a. Apply a single coat of undercoat.

2. Drawers:

a. Apply two coats of the specified transparent sealer to interior surfaces and to

exterior surfaces of sides and backs.

3. Shelving:

a. Exposed wood shelves:

1. Match the finish of cabinet unit in which they are located or to which

they are adjacent.

4. Cabinet interiors:

a. Exposed surfaces:

1. Unless otherwise directed, match exterior finish of the cabinet.

PART 3 – EXECUTION

3.01 SURFACE CONDITIONS

A. Examine the areas and conditions under which work of this Section will be performed. Correct

conditions detrimental to timely and proper completion of the Work. Do not proceed until

satisfactory conditions are corrected.

3.02 PREPARATION FOR INSTALLATION

A. Coordinate as required with other trades to assure proper and adequate provision in the work of

those trades for interface with the work of this Section.

B. Make necessary measurements in the field to assure proper fit of shop fabricated items.

C. Prior to start of installation, verify that the work of other trades is sufficiently complete to properly

permit this installation to proceed.

3.03 INSTALLATION

A. Install the work of this Section at the locations on the Drawings, and in accordance with the

approved Shop Drawings.

1. Install work in this section as specified in the WIC Manual of Millwork, and provide a

WIC Certified Compliance Certificate for Installation at the completion of project

installation.

2. Scribe units to wall, floor, and other surfaces as appropriate, with not more than 1/32”

clear between the cabinet or fixture and the abutting permanent surface.





3. Set each unit square, level, plumb, and aligned within a tolerance of one in 100 vertically

and horizontally, and within ¼” of the designated location for freestanding work.

B. Coordinate the time of installation with availability of other trades to make required utility

connections.

1. Provide access panels as needed for connection and maintenance of utilities.

2. Test each plumbing and electrical item through at least five operating cycles, and adjust

as needed to achieve optimum operation.

C. Upon completion of installation, thoroughly clean each item by use of only such cleaning

materials as are recommended by the manufacturer of the item being cleaned.

D. Touch-up scratches and abrasions to be completely invisible to the unaided eye from a distance of

five feet.

END OF SECTION



Joint Sealants


SECTION 07 92 00

JOINT SEALANTS

The General Conditions, Supplementary Conditions and Division 1 General Requirements are hereby made a part of

this Section as fully as if repeated herein.

PART 1 - GENERAL

1.01 DESCRIPTION:

A. Work Included: All caulking and sealant work required for the project and not specified elsewhere.

B. Related Work Specified Elsewhere:

1. Caulking and sealants related to the following:

a. Architectural sheet metal work: See Sheet Metal 07 60 00.

1.02 QUALIFICATION

All exterior, elastomeric type sealants shall be applied by a firm normally in the business of applying sealants

similar to those specified.

1.03 SUBMITTALS

Comply with requirements of Shop Drawings, Product Data and Samples

Section 01 33 00.

A. Samples: Samples of all exposed caulking and sealants are required for Architect's approval of

colors. Unless otherwise directed, apply samples in 6-inch runs in actual joints at the job site.

B. Manufacturer's Specifications and Materials List: At least 30 days prior to commencing work,

furnish to Architect, 2 copies of manufacturer's specifications for installations indicated, listing

specific materials proposed. Specifications shall indicate completely, recommendations for use of

primers, joint preparation and sealant dimensions.

1.4 PRODUCT HANDLING

A. Delivery: Deliver caulking and sealants and related accessories to the job site in factory sealed,

unopened containers bearing manufacturer's name and product designation.

B. Storage: Store in unopened containers. Follow manufacturer's recommendations for storage

temperatures and shelf life.



Joint Sealants


C. Handling: Follow manufacturer's recommendations for handling products containing toxic

materials. Keep flammable material away from heat, sparks and open flame. Use recommended

solvents and cleaning agents for cleaning tools, equipment and skin.

1.05 ENVIRONMENTAL CONDITIONS

Schedule caulking and sealing operations so that working joints are most likely to be normal size. Apply

materials within manufacturer's recommended surface and ambient temperature ranges.

1.06 PROTECTION

Use masking tape where practical to control lap of materials onto adjacent surface or to facilitate tooling.

Remove tape immediately after caulking and sealing.

PART 2 - PRODUCTS

2.01 MATERIALS

A. General: All caulking and sealants, primers and accessories shall be non-staining to adjacent

exposed materials. Products having similar application and usage shall be of the same

manufacturer and type. Unless otherwise specified, colors will be selected from approved

manufacturer's standard range. Use gun consistency compounds unless otherwise required by job

conditions.

B. Butyl Sealant: One component, butyl based sealant, skinning type; DAP "Butyl-Flex", Pecora

BC-158, Tresco "Butyl Sealant", or approved equal.

C. Silicone Sealant (Exterior): One component, low modulus, silicone based sealant; Dow-Corning

"790", General Electric "Silpruf", or approved equal.

D. Silicone Sealant (Interior): Dow-Corning "8640", or approved equal, white color.

E. Primers (If required): As manufactured and recommended for each substrate by approved

manufacturer of each caulking and sealant material used.

F. Back-Up Materials: As recommended for and compatible with each caulking and sealant used. In

general, use closed cell, bead or rope shaped, expanded polyethylene or polyurethane foam. Do

not use any bituminous, oily or solvent containing materials or any incompressible materials. In



Joint Sealants


general, width or diameter of preformed; back-up material shall be 1-1/3 to 1-1/2 times the width

of the joint to be sealed.

G. Release Materials: Polyethylene film.

PART 3 - EXECUTION

3.1 CONDITION OF SURFACES

A. Inspect all surfaces to receive caulking and sealant materials and report all defects. Starting work

implies acceptance of surfaces as satisfactory.

B. Verify that joints and spaces to be caulked or sealed is of proper width.

C. Concrete, masonry, and plaster surfaces shall be thoroughly cured.

D. Apply no caulking or sealant materials in contact with surfaces contaminated with oil, grease,

bituminous materials, form release agents, bond breakers, and deleterious curing compounds,

water repellents and other special surface treatments. Aluminum surfaces shall be free of lacquer

and other oxidizing coatings. Costs occasioned by removal of such contaminants shall be

responsibility of the trade having caused their presence.

3.02 PREPARATION

A. Thoroughly clean all joints, removing all foreign matter such as dirt, dust, moisture, frost, rust,

mill scale, paint, lacquer and protective coatings. Blow all joints free of loose particles.

B. Use no cleaning solvents which leave residue. Wipe joints free of solvent using clean, dry white

cloths or white lintless paper. Do not permit solvent to air dry.

C. Follow the Manufacturer's directions for products and surfaces.

3.03 INSTALLATION

A. Unless otherwise required by these Specifications, install materials in strict accordance with

Manufacturer's specifications and recommendations using approved equipment.

B. Usage:

1. Use butyl sealant for all interior static joints not otherwise noted.

2. Use interior type silicone sealant for caulking around ceramic tile and similar conditions

(vertical surfaces).

3. Use exterior type silicone sealant for all joints not otherwise noted or specified.



Joint Sealants


C. Prime surfaces as recommended by manufacturer immediately prior to caulking or sealing. Make

preliminary tests to ensure that primers will not stain exposed materials or deteriorate back-up

material.

D. Unless otherwise required by caulking and sealant manufacturer's specifications and

recommendations, use back-up material to control caulking and sealant depths as follows (depths

measured at bond face):

1. Silicone Sealants (Exterior): Make depth half of width but not less than 3/16" or more

than 3/8”.

2. Do not twist or stretch preformed bead or rope type back-up material during installation.

E. At joints subject to movement, where required by nature of back-up material used or where sealant

contacts back of joint, use release material between back-up material or back of joint and sealant

to confine adhesion to surfaces of materials being joined. Follow manufacturer's recommendations

exactly. Release material is not required over polyethylene backing.

F. Neatly tool joints to slightly concave surface using tooling agent recommended by sealant

manufacturer. Repair any air pockets exposed by tooling. Tool so as to compress material and

improve adhesion to surfaces joined.

3.04 PATCHING

Patch or replace defective or damaged sealants. Be responsible for damage to adjacent surfaces caused by

caulking and sealant operations.

3.05 CLEANING

Clean adjacent surfaces soiled by caulking and sealing operations. Remove wet material before it "sets".

Follow manufacturer's recommendations for cleaning procedures. Cleaning agents shall not stain or be

injurious to exposed surfaces nor shall they be potentially dangerous to glass and metal surfaces due to

wash-off by rain.

END OF SECTION



Painting


SECTION 09 90 00

PAINTING

PART 1 - GENERAL

1.01 DESCRIPTION

A. Work included: Surface preparation, paint and finish the exterior and interior exposed surfaces

listed on the Painting Schedule in Part 3 of this Section, and a high grade as recommended by the

paint manufacturer for unlisted surfaces, as specified herein and as needed for a complete and

proper installation. All exposed surfaces interior and exterior that do not have a factory finish

shall be painted unless noted otherwise. A galvanized coating is not considered a factory finish

for the purpose of this section.

1.02 REFERENCES

A. ANSI/ASTM D16 – Definitions of Terms Relating to Paint, Varnish, Lacquer, and Related

Products.

B. ASTM D2016 – Test Method for Moisture Content of Wood.

C. State of California Department of Transportation Standard Specifications, Latest Edition.

D. Regulation 8, Rule 3, of Bay Area Air Quality Management District as it pertains to organic

compounds and Architectural coatings.

1.03 DEFINITIONS

A. Conform to ANSI/ASTM D16 for interpretation of terms used in this Section.

1.04 QUALITY ASSURANCE

A. Product Manufacturer: Company specializing in manufacturing quality paints and finish products

with 10 years’ experience.

B. Applicator: Company specializing in commercial painting and finishing with 5 years documented

experience approved by product manufacturer.

C. Workmanship shall be of highest quality in all respects.

D. Apply paint materials in accordance with manufacturers’ specifications and recommendations.

E. Environmental Conditions: Surfaces are to be painted only when free from moisture. No painting

is to be performed when temperature is below 50 degrees F, except when specifically directed

otherwise in writing by the Owner.

1.05 REGULATORY REQUIREMENTS

A. Conform to applicable code for flame/fuel/smoke rating requirements for finishes.

B. Conform to Bay Area Quality Management District requirements.



Painting


1.06 SUBMITTALS

Comply with requirements of Shop Drawings, Product Data and Samples Section 01 33 00.

A. Submit product data for the following items to District for review and approval:

1. List of materials to be used:

a. Surface Cleaning Materials.

b. Surface Patching and Caulking Materials.

c. Painting Material.

2. Manufacturer’s technical specifications, M.S.D.S. data sheets and additional information

if requested for each painting material listed.

3. Color and Finish Samples: Samples of each color and finish required. Such approved

samples will constitute standards for color and finish for acceptance or rejection of

completed work. Make samples 8 x 10 inches in size. Furnish six (6) samples of each

color and finish. Resubmit additional samples if necessary. Samples are to be labeled on

the back side with the name of the project, contractor’s name, color name, type of paint,

and name of paint manufacturer.

B. On actual wood surfaces, provide two 4 x 8 inch samples of natural and stained wood finish.

Label and identify each as to location and application.

C. Submit manufacturer’s application instructions.

D. Submit copy of surface moisture test results to the District.

E. Certification of factory mixed colors from paint manufacturer.

1.07 FIELD SAMPLES

A. Provide samples under provisions in Submittals.

B. On actual wall surfaces and other exterior building components, duplicate painted finishes of

prepared samples. Provide full-coat finish samples on at least 100 sq.ft. of surface, as directed.

Provide additional samples if necessary to demonstrate the specified sheen, color and texture.

Simulate finished lighting conditions for review of in-place work.

C. Final acceptance of colors will be from samples applied on the job.

1.08 DELIVERY, STORAGE AND HANDLING

A. Deliver paint materials to site in manufacturer’s original unopened containers with product

designation, batch numbers and date of manufacture clearly visible. District Inspector to verify.



Painting


B. Store paint materials and equipment in well-ventilated storage container provided by the

contractor and in a location approved by the Owner. Receiving and opening all paint materials

will be performed in this room. Keep storage space neat, clean and accessible at all times. Oily or

paint filled rags will be removed and disposed of each day. No paint materials will be left

unsecured.

C. Container labeling to include manufacturer’s name, type of paint, brand name, brand code,

coverage, surface preparation, drying time, cleanup, color designation, and instructions for mixing

and reducing.

D. Store paint materials in minimum ambient temperature of 45 degrees F, and a maximum of 90

degrees F, in well ventilated area; unless required otherwise by manufacturer’s instructions.

E. Take precautionary measures to prevent fire hazards and spontaneous combustion.

1.09 ENVIRONMENTAL REQUIREMENTS

A. Provide continuous ventilation and heating facilities to maintain surface and ambient temperatures

above 45 degrees F for 24 hours before, during, and 48 hours after application of finishes, unless

required otherwise by manufacturer’s instructions.

B. Do not apply exterior coatings during rain, or when relative humidity is above 80 percent.

C. Provide the District with M.S.D.S. data for all products being used, a copy of which is to be posted

at the job site.

D. Minimum Applications Temperatures for Latex Paints: 45 degrees F for interiors, 50 degrees F for

exterior unless required otherwise by manufacturer’s instructions.

E. Minimum Application Temperature for Varnish and transparent finishes: 65 degrees F for interior

or exterior unless required otherwise by manufacturer’s instructions.

1.10 EXTRA STOCK

A. One (1) gallon per color.

1.11 GUARANTEE

Provide a written guarantee covering the adherence and quality of the finish for a period of three (3) years

from the date of final acceptance. Guarantee shall state that the Contractor will refinish without charge to

the Owner any portion of the work, including adjacent surfaces if necessary, which evidences blistering,

peeling, chalking, change of color, or other noticeable defects within this period.



Painting


PART 2 - PRODUCTS

2.01 MANUFACTURERS

A. Manufacturer’s catalog names and number of paint types in this Section herein are based on

products of Benjamin Moore & Company, and is the standard of quality against which the District

will judge equivalency. The quantity of titanium dioxide, the use of clays, aluminum silicate, talc

and the purity of acrylic materials are a few of the criteria which will be used by the District in

determining equivalency of materials.

2.02 MATERIALS

A. Coatings: Factory mixed colors. Pigments shall be fully ground; maintaining a soft paste

consistency capable of being readily and uniformly dispersed to a homogeneous coating.

B. Coatings: Good flow and brushing properties, capable of drying or curing free of streaks or sags.

Dry film thickness of each coat shall comply with minimum published recommenced thickness by

the paint manufacturer.

C. Accessory Materials: Linseed oil, shellac, turpentine, paint thinners and other materials not

specifically indicated but required to achieve the finishes specified, shall be of commercial quality

and approved by paint manufacturer.

D. All paint materials shall conform to BAAQMD Regulation 8, Rule 3.

2.03 FINISHES

A. Refer to schedule at end of Section for surface finish schedule. Color selection packages will

identify colors and applications locations for each individual site as issued by the District.

PART 3 - EXECUTION

3.01 INSPECTION

A. Verify the substrate conditions are ready to receive work as instructed by the product

manufacturer.

B. Examine surfaces scheduled to be finished prior to commencement of work. Report any condition

to the Construction Manager that may potentially affect proper application.

C. Measure moisture content of surfaces using electronic moisture meter. A maximum of two tests

per Elementary School and five tests per High School will be required. Do not apply finishes

unless moisture content of surfaces is below the following maximums:

1. Gypsum Wallboard: 12 percent.

2. Interior Located Wood: 15 percent, measured in accordance with ASTM D2016.

3. Exterior Located Wood: 15 percent, measured in accordance with ASTM D2016.



Painting


D. Inspector must review and accept substrate prior to contractor beginning installation.

3.02 GENERAL PREPARATION

A. Prior to the start of surface preparation in any area, the following items will be completed to the

satisfaction of the District Inspector:

1. Provide protective coverings for all items that are not to be painted.

2. Contractor is to remove metal mesh grills where installed in front of windows and store

for future painting and reinstallation. Waterblast for cleaning, then remove window

louvers or shades that obstruct the painting of surfaces behind and reinstall.

3. Surfaces not to be painted: Chain link fence, galvanized handrails, except as noted,

concrete steps and paving, aluminum windows, hardware, unpainted benches and fences,

and other items not presently painted. Items in question are to be brought to the attention

of the Project Manager for clarification prior to bidding.

B. Methods for installation and protection of work: Provide and maintain all lifts, scaffolding, and

ladders and drop cloths required for this work. Painted and finished surfaces subject to damage or

defacement due to other work on the building will be properly protected and covered. Contractor

will be responsible for any and all damages to painted work and to that of other areas caused by

his operation.

C. No painting or finishing will be started until the surfaces to be painted or finished are in proper

condition in every respect, and approved by the District Inspector.

D. Surfaces to be painted will be clean, dry, sound and free of dirt, rust, grease, traffic scum, dust,

loosely adhering paint, surface chalk, staples, tacks, and any other substances which might

interfere with the functioning of the painting or coating system.

E. Remove electrical plates, hardware, light fixture trim, acrylic guards and fittings prior to preparing

surfaces or finishing.

F. Correct defects and clean surfaces which affect work of this Section. Where wood is loose or

missing, repair and paint.

G Seal marks such as felt-tipped marking pens, etc. with Benjamin Moore’s SPS. Insure that these

marks do not bleed through surface finishes.

H. Impervious Surfaces: Remove mildew by scrubbing with solution of tri-sodium phosphate and

bleach. Rinse with clean water and allow surface to dry.

I. Aluminum Surfaces Scheduled for Paint Finish: Remove surface contamination by steam or high-

pressure water. Remove oxidation with acid etch and solvent washing. Apply etching primer

immediately following cleaning. Care must be taken to avoid etching glass. Damaged glass will

be replaced at no cost to Owner.

J. Insulated Coverings: Remove dirt, grease and oil from canvas and cotton.



Painting


K. Gypsum Board Surfaces: Latex fill minor defects with Benjamin Moore’s Lightweight Spackle

#057-01. Spot prime defects after repair with Moorcraft Primer Underbody #284.

L. Galvanized Surfaces: Remove surface contamination and oils and wash with solvent. Apply coat

of etching primer.

M. Uncoated Steel and Iron Surfaces: Remove grease, scale, dirt and rust. Where heavy coatings of

scale are evident, remove by wire brushing or sandblasting and clean by washing with solvent.

Apply a treatment of phosphoric acid solution, ensuring weld joints, bolts and nuts are similarly

cleaned. Spot prime after repairs.

N. Shop Primed Steel Surfaces: Scrape, grind, and sand to remove loose primer and rust. Feather

edges to make touch-up patches inconspicuous. Clean surfaces with solvent. Prime bare steel

surfaces. Prime metal items including shop primed items. Areas where all rust cannot be

removed, use Benjamin Moore’s Rust Converter #M-84-00.

O. Window Glazing: Replace window glazing where glazing or putty is loose, missing, or in need of

repair.

P. Exterior Wood Scheduled to Receive Paint Finish: Remove dust, grit, and foreign matter. Seal

knots, pitch streaks, and sappy sections. Fill nail holes with tinted exterior Benjamin Moore’s

Moorlastic 45 year caulking compound after prime coat has been applied.

Q. Exterior Plaster: Allow plaster to cure for 30 days prior to painting.

R. Metal Doors Scheduled for Painting: Paint exterior face, sides and top, and bottom edges.

S. Remove all loose nails, screws or staples, and patch accordingly.

T. Spot prime all repairs, patching and bare substrate prior to application of finish coat.

U. Metal Panels: Spot prime bare metal with Ironclad Retard-X Rust Inhibitive Latex Primer, fill

dents and gouges with Bondo, spot prime patches and repairs, apply specified coats.

3.03 PROTECTION

A. Contractor to protect all concrete walks, landscaping, floors and prefinished materials. Building

fixtures and other items are not to be painted.

B. Repair damage to other surfaces caused by work of this Section.

C. Furnish drop cloths, shields, and protective methods to prevent spray or droppings from

disfiguring other surfaces.

D. Remove empty paint containers from site at end of each day.



Painting


3.04 APPLICATION AND WORKMANSHIP

A. All painting is to be performed by skilled and experienced mechanics, working under the

supervision of a capable foreman. All workmanship shall be of the highest quality and to the

complete satisfaction of the District Inspector. All materials shall be applied in accordance with

the manufacturer’s directions and in compliance with the manufacturer’s specifications. All

material shall be sprayed and backrolled, evenly brushed or smoothly rolled on without runs or

sagging, and free from drips, ridges, laps and brush marks. Ensure that all coats are thoroughly

dry before applying succeeding coats. Sand surfaces and dust clean between coats as necessary to

produce a smooth finish.

B. Prime coat shall not be applied until cleaned and District Inspector has approved prepared

surfaces. Finish coat of paint shall not be applied until prime coat and patching have been

inspected and approved by District Inspector. Prime coat will be tinted lighter than the finish coat.

C. Putty or caulking will be applied after surface is primed and primer is dry.

D. Concrete, stucco and plaster surfaces will not be painted until the surface is dry and contains

minimum moisture.

E. Completed painted surfaces will be free of blistering, running, peeling, scaling, streaks and stains,

and the colors of all surfaces will remain free from fading.

F. The finish surface for all doors will be smooth. A stipple or texture surface from rolling will not

be accepted. Open all doors to paint door stiles and casings. Paint tops, bottom and edges of doors

to match exterior paint schedule. Prepare doors and doorframe so as to insure proper operation

after completion of painting.

G. Graphic lettering will be sized as indicated on drawings and will be solid style.

H. Refer to Section 3.06 of this section for the schedule of color-coding and identification banding of

equipment, ductwork, piping, and conduit.

I. Paint shop primed equipment. Paint shop prefinished items to colors selected by School District.

J. Remove unfinished louvers, grilles, covers, and access panels on mechanical and electrical

components and paint separately.

K. Replace identification markings on mechanical or electrical equipment when painted accidentally.

L. Prime and paint insulated and exposed pipes, conduit, boxes, insulated and exposed ducts,

hangers, brackets, collars and supports, except where items are prefinished.

M. Paint exposed conduit and electrical equipment occurring in finished areas.



Painting


N. Reinstall electrical plates, hardware, light fixture trim, and fittings removed prior to finishing.

Replace cracked or broken items.

O. Paint area behind soffit vents and similar conditions. Do not paint over insect screens except as

needed to match colors.

P. Provide a total dry film thickness not less than the specified amount in the finish schedule.

3.05 CLEANING, TOUCH UP

A. As work proceeds, promptly remove paint where spilled, splashed or splattered.

B. During progress of work, maintain premises free of accumulation of tools, equipment, surplus

materials, and debris.

C. Collect cotton waste, cloths, and material which may constitute a fire hazard. Place in closed

metal containers, and remove daily from site.

D. When cleaning airless or electro-static spray equipment, all cleaning material to be disposed of

properly by contractor. No material is to be poured down drains or into the ground.

E. Upon completion of the painting work, contractor will remove from the premises and dispose of

properly all scaffolding and equipment, surplus material, empty containers, and other debris

resulting from his operations. The building and surrounding areas shall be left clean and neat in

all respects. Do not use school debris boxes for disposal.

F. Runs, sags, misses, holidays, stains, and other defects in the painted surfaces, including inadequate

coverage and mil thickness, shall be satisfactorily touched up, refinished or repainted as necessary.

G. Contractor will leave all glass areas, stucco surfaces, floors and walls, hardware, and any other

surfaces clean and free from any paint, stain, spattering, smears or smudges which are the result of

his operation. Contractor will replace any glass damaged in any way by his operations. This will

include all glass areas of the buildings. Special cleaning solution must be used on plastic glazing

areas. DO NOT SCRAPE PLASTIC GLAZING.

3.06 SCHEDULE – EXTERIOR SURFACES

A. Cement Plaster:

1. One Prime coat Benjamin Moore All Purpose 100% Acrylic Primer #023.

Two finish coats Benjamin Moore MoorGard Low Lustre Fortified Acrylic House Paint

#103.



Painting


B. Steel – Unprimed:

1. One prime coat Acrylic Metal Primer (M04)

Dry Mil Film Thickness 1.5 – 2.5

2. One finish coat Acrylic Gloss Enamel, (M28)


C. Steel – Shop Primed:



2. One finish coat Acrylic Gloss Enamel (M28)


D. Steel – Galvanized:



2. One finish coat Acrylic Enamel (M28)


E. Wood Siding, Fascia, Soffit and Trim:

1. One prime coat Fresh Start Alkyd Primer (C024-00/04)

Dry Mil Film Thickness 1.5 (or)

One prime coat Super Spec Busan 100% Acrylic Exterior Primer

Dry Mil Film Thickness 1.2 as specified

2. Two finish coats Semi-Gloss # 170 Moorecraft Super Spec Latex House and Trim Paint

F. Painted Flashing, Louvers, Misc. Metals:



2. One coat Acrylic Gloss Enamel (M28)


G. Metal Doors:

1. One prime coat Fresh Start Alkyd Primer (C024-00/04)

Dry Mil Film Thickness 1. or

One Prime coat Acrylic Metal Primer (M04)

Dry Mil Film Thickness 1.5 – 2.5 as specified

2. Two coats Acrylic Gloss Enamel (M28)


H. Fire Horns & Bells: RED to match existing.



Painting


3.07 SCHEDULE – INTERIOR SURFACES – as applicable

A. Drywall – New – Flat Finish, Level 4

1. One Prime Coat Benjamin Moore’s Super Hide #284

Dry Mil Thickness .8

2. One or two Finish Coats Super Hide Vinyl Latex Flat #282

Dry Mil Thickness 1.0 each coat

B. Drywall – New – Eggshell Finish

1. One Prime Coat Benjamin Moore’s Super Spec #282

Dry Mil Thickness .8

2. One or two Finish Coats Super Hide Eggshell Enamel #286


C. Drywall – New – Semi-Gloss Finish

1. One Prime Coat Benjamin Moore’s Super Spec Enamel Undercoat #253

Dry Mil Thickness 1.1

2. One or two Finish Coats Super Hide Latex Semi-Gloss Enamel #283


D. Wood – New – Gloss Finish

1. One Prime Coat Benjamin Moore # C024 Fresh Start Alkyd Primer

Dry Mil Thickness 1.1

2. Two Finish Coats M28 D.T.M. Acrylic Gloss Enamel


E. Ducts, Conduits, J-boxes, Pipes and related supports and brackets

1. One prime coat Benjamin Moore M04 Acrylic Metal Primer

2. Two Finish Coats # 314 Waterborne Satin Impervo 100% Acrylic

F. Drywall – Previously Painted – Flat Finish (If existing surface is a semi-gloss finish or higher, use

the Moorcraft Super Hide Primer #284 to insure good adhesion).

1. One or two Finish Coats Moorcraft Super Hide Vinyl Latex Flat #282


G. Concrete Floors – Non-Painted

1. Two finish coats Moore’s Latex Floor and Patio Enamel, #122. Dry thickness of 0.9 mil

each coat. Follow manufacturer’s recommendations for surface preparation and finish

including use of non-slip additives.

END OF SECTION