Warehouse_Complete_Spec_and_Dwg.pdf

TABLE OF CONTENTS

DIVISION 1- GENERAL REQUIREMENTS

0101 - SUMMARY OF WORK

0130 - SHOP DRAWINGS

0160 - USE OF GOVERNMENT FACILITIES (UTILITIES, ETC.)

0180 - CLEANUP

DIVISION 9 – FINISHES

0990 – PAINTING

DIVISION 13 – SPECIAL CONSTRUCTION

1360 – METAL BUILDING

DIVISION 1

SECTION 0101

SUMMARY OF WORK

The work consists of providing all labor, material, tools, and equipment for the replacement of a metal building roof and insulation, repair of a metal building wall insulation, and painting of metal buildings roofs, walls, and doors. This work shall include the following:

1. Replacement of the metal roof and roof insulation of the Warehouse, Bldg. #51-24, approximately 12,500 sq. ft. The metal roof overhang on the east side is part of this replacement although there is no roof insulation on this part, approximately 800 sq. ft.

2. Replacement of damaged or deteriorated wall insulation of the Warehouse, Bldg.

#51-24, approximately 2,000 sq. ft.

3. Power washing and painting of the exterior walls, walk doors, and overhead doors of the Warehouse, Bldg. #51-24, approximately 4,500 sq. ft.

4. Power washing and painting of the structural steel beams which support the roof over the dock on the east side of the Warehouse, Bldg. #51-24.

5. Power washing and painting of the exterior roof, walls, walk doors, and overhead doors of the Tractor Shed, Bldg. #50-24, approximately 2,000 sq. ft.

6. Power washing and painting of the exterior roof, walls, and walk doors of the Physical

Fitness Center, Bldg. #501-24, approximately 2,500 sq. ft.

7. Replacement of the gutter and downspouts on the Warehouse, Bldg. 51-24. There is

125' of gutter for each of two sides of the Warehouse. A minimum of four downspouts for each of the sides shall be included.

SECTION 0130

SHOP DRAWINGS

1. Submit shop drawings to the Contracting Officer’s Representative (COR) for approval prior to installation. Information in the form of drawings, product literature, manufacturer’s specification, equipment lists, etc. shall be submitted on the following:

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Specification

Description Drawings Literature Schedule

a. Metal Bldg. Roof Panels x

b. Metal Bldg. Roof & Wall Insulation x

c. Paint x

1. The Contracting Officer may request submittals in addition to those listed when deemed necessary to adequately describe the work covered in the respective sections.

2. Each submittal shall be complete and in sufficient detail for ready determination of compliance with the contract requirements.

3. Submittal shall be submitted in four (4) copies to the COR using the transmittal form.

The form shall be properly completed by filling out all the heading block spaces and identifying each item submitted. Special care should be exercised to insure proper listing of the specification paragraph and/or sheet number of the contract drawings pertinent to the data submitted for each item. A separate transmittal form shall be attached to each copy of the data being submitted.

4. Brand Name: Identification of items in the contract documents is intended to be descriptive, not restrictive, and is to indicate the quality and characteristics of products that will be satisfactory.

SECTION 0160

USE OF GOVERNMENT FACILITIES (UTILITIES, ETC.)

1. Water, Gas, Electricity:

a. As mutually agreed upon between the Contractor and the COR, the Contractor may use nearby utilities required for his performance under this contract.

b. Contractor shall bear the cost of temporary connections (if necessary) and restoration upon conclusion of use.

c. The Government shall bear the cost of reasonable utility consumption.

Government will not pay the cost of utilities if usage is abused.

d. The Contractor shall submit for approval written notification not less than 4 working days in advance of requirement to shut down any utilities or other services to or within existing building or facilities used by others.

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2. Telephone:

a. Contractor shall arrange and pay for any telephone service they choose to provide for themselves.

3. Toilet:

a. Contractor shall provide his or her own toilet facilities for his personnel as approved by the Contracting Officer’s Representative (COR).

4. Access to Property:

a. Contractor’s access to property shall be limited to those areas where work is being performed.

5. Protection of Existing Facility:

a. Contractor shall protect the existing Facility from damage during construction. If damage occurs it shall be repaired by the Contractor at the Contractor’s expense.

6. Material Receiving:

a. Contractor shall be on-site to receive materials. Contractor shall arrange for their own storage of materials unless other arrangements have been agreed to by owner.

7. Security:

a. All contract personnel shall complete a visitor information sheet and shall be issued a contractor badge that shall be worn at all times while on-site.

b. Work hours shall be Monday through Friday, 8:00 AM to 4:30 PM, except for

Holidays. Contractors shall be off the premises by 4:30 PM.

SECTION 0180

CLEANUP

1. Cleanup:

a. The Contractor shall keep the premises clean during construction and shall remove all rejected material, rubbish, etc., after completion of work and prior to final inspection.

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b. Materials removed by the Contractor shall become the property of the contractor and shall be removed from the site unless otherwise agreed to by the owner.

c. Government dumpsters shall not be used by the contractor.

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* End of Section

SECTION 0990

PAINTING

1. General:

a. Paint as used herein means all coating systems materials, including primers, emulsion, enamels, sealers and fillers, and other applied materials whether used as prime, intermediate or finish coats.

b. Extent of painting work shall include the following exterior surfaces:

1. Warehouse walls, walk doors, overhead doors

2. Tractor shed roof, walls, walk doors, overhead doors

3. Fitness Center roof, walls, walk doors

Work includes field painting and finishing of all exposed exterior surfaces as described. Paint such items and surfaces whether or not specifically mentioned

2. Quality Assurance:

a. Provide primers and other undercoat paint produced by same manufacturer as finish coats. Use only thinners approved by paint manufacturer, and use only within recommended limits.

b. Upon request from other trades, furnish information or characteristics of finish materials provided for use, to ensure compatible prime coats are used.

3. Submittals:

a. Submit manufacturer’s technical information including paint label analysis and application instructions for each material proposed for use.

b. Prior to beginning work, contractor shall furnish color chips for surfaces to be painted. Use representative colors when preparing samples for review. Submit samples for owner’s review of color and texture only. Provide a listing of material and application for each coat of each finish sample.

4. Delivery and Storage:

a. Deliver materials to hob site in original, new and unopened packages and containers bearing manufacturer’s name and label, and following information:

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Name or title of material.

Federal Specification number, if applicable.

Manufacturer’s stock number and date of manufacturer.

Manufacturer’s name.

Contents by volume, for major pigment and vehicle constituents.

Thinning instructions.

Application instructions.

Color name and number.

b. Store materials not in actual use in tightly covered containers. Maintain containers used in storage of paint in a clean condition, free of foreign materials and residue.

1. Protect from freezing where necessary. Keep storage area neat and orderly.

Remove oily rags and waste daily. Take all precautions to ensure that workmen and work areas are adequately protected from fire hazards and health hazards resulting from handling, mixing and application of paints.

5. Job Conditions:

a. Apply water-base paints only when temperature of surfaces to be painted and surrounding air temperatures are between 50 F and 90 F, unless otherwise permitted by paint manufacturer’s printed instructions.

b. Apply solvent-thinned paints only when temperature of surfaces to be painted and surrounding air temperatures are between 45 F and 95 F, unless otherwise permitted by paint manufacturer’s printed instructions.

c. Do not apply paint in snow, rain, fog or mist, or when relative humidity exceeds 85%, or to damp or wet surfaces, unless otherwise permitted by paint manufacturer’s printed instructions.

1. Painting may be continued during inclement weather if areas and surfaces to be painted are enclosed and heated within temperature limits specified by paint manufacturer during application and drying periods.

6. Manufacturers:

a. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products which may be incorporated in the work include the following:

Iowa

Devoe

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Glidden

Moore(Benjamin Moore)

Pittsburgh

P & L (Pratt & Lambert)

S-W (Sherwin-Williams)

7. Materials:

a. Material Quality: Provide best quality grade of various types of coatings as regularly manufactured by acceptable paint materials manufacturers. Materials not displaying manufacturer’s identification as a standard, best-grade product will not be acceptable.

1. Color Selection: Prior to beginning work, owner will select colors for surfaces to be painted, if not already designated.

2. Color Pigments: Pure, non-fading, applicable types to suit substrates and service indicated.

3. Lead content in pigment, if any, shall be limited to contain not more than

0.06% lead, as lead metal based on the total nonvolatile (dry-film) of paint by weight.

8. Execution:

a. Applicator must examine areas and conditions under which painting work is to be applied and notify Contractor in writing of conditions detrimental to proper and timely completion of work. Do not proceed with work until satisfactory conditions have been corrected in a manner acceptable to applicator.

b. Starting of painting work will be constructed as applicator’s acceptance of surfaces and conditions within any particular area.

c. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions otherwise detrimental to formation of a durable paint film.

9. Surface Preparation:

a. General: Perform preparation and cleaning procedures in accordance with paint manufacturer’s instructions and as herein specified, for each particular substrate condition.

1. Provide barrier coats over incompatible primers or remove and reprime as required. Notify owner in writing of any anticipated problems in using the specified coating systems with substrates primed by others.

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2. Remove hardware, hardware accessories, machined surfaces, plates, lighting fixtures, and similar items not to be finish-painted, or provide surface-applied protection prior to surface protection and painting operations. Remove, if necessary, for complete painting of items and adjacent surfaces. Following completion of painting of each space or area, reinstall removed items.

3. Clean surfaces to be painted before applying paint or surface treatments.

Remove oil and grease prior to mechanical cleaning. Program cleaning and painting so that contaminants from cleaning process will not fall onto wet, newly painted surfaces.

b. Cementitious Materials: Prepare cementitious surfaces of concrete, concrete block, etc., to be painted by removing efflorescence, chalk, dust, dirt, grease, oils, and by roughening as required to remove glaze.

1. Power (pressure) wash concrete surfaces using a unit producing a minimum of 3000 psi. Nozzle of power washer shall be held 8” to 18” from the surface to be prepared. Power washing does not eliminate the requirement to remove substances remaining which are detrimental to proper adhesion of paint.

2. Determine alkalinity and moisture content of surfaces to be painted by performing appropriate tests. If surfaces are found to be sufficiently alkaline to cause blistering and burning of finish paint, correct this condition before application of paint. Do not paint over surfaces where moisture content exceeds that permitted in manufacturer’s printed directions.

c. Ferrous Metals: Power (pressure) wash exterior walls and roof and all other ferrous surfaces to be painted using a unit capable of producing a minimum of

3000 psi. Nozzle of power washer shall be held 8” to 18” from the surface to be prepared. Clean ferrous surfaces of oil, grease, dirt, loose mill scale, rust, and other foreign substances by solvent ("Simple Green") or mechanical cleaning if after power washing substances remain which are detrimental to proper adhesion of paint.

1. Galvanized Surfaces: Clean free of oil and surface contaminants with non-petroleum based solvent (wipe with solvent-soaked rags).

d. Exterior Walls and Roof:

10. Materials Preparation:

a. Mix and prepare painting materials in accordance with manufacturer’s directions.

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b. Maintain containers used in mixing and application of paint in a clean condition, free of foreign materials and residue.

c. Stir materials before application to produce a mixture of uniform density, and stir as required during application. Do not stir surface film into material. Remove film and, if necessary, strain material before using.

11. Application:

a. Apply paint in accordance with manufacturer’s directions. Use applicators and techniques best suited for substrate and type of material being applied.

1. Paint finishes are indicated in “schedules” of the contract documents.

2. Provide finish coats which are compatible with prime paints used.

3. Apply additional coats when undercoats, stains or other conditions “show” through final coat of paint, until paint film is of uniform finish, color, and appearance. Give special attention to insure that surfaces, including edges, corners, crevices, welds, and exposed fasteners receive a dry film thickness equivalent to that of flat surfaces.

4. Omit first coat (primer) on new metal surfaces which have been shop-primed

, unless otherwise indicated.

5. Doors and door jambs shall be spray painted to achieve a finish similar to that on the overhead doors on the paint shop. Any lettering on doors shall be painted back on the doors.

b. Scheduling Painting: Apply first-coat material to surfaces that have been cleaned, pretreated or otherwise prepared for painting as soon as practicable after preparation and before subsequent surface deterioration.

1. Allow sufficient time between successive coatings to permit proper drying.

Do not recoat until paint has dried to where it feels firm, does not deform or feel sticky under moderate thumb pressure, and application of another coat of paint does not cause lifting or loss of adhesion of the undercoat.

c. Minimum Coating Thickness: Apply materials at not less than manufacturer’s recommended spreading rate if not listed, to establish a total dry film thickness as indicated or, if not indicated, as recommended by coating manufacturer.

d. Prime Coats: Apply prime coat of material which is required to be painted or finished, and which has not been prime coated by others.

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1. Recoat primed and sealed surfaces where there is evidence of suction spots or unsealed areas in first coat, to assure a finish coat with no burn-through or other defects due to insufficient sealing.

2. Completely re prime surfaces even though surface has been factory primed, where called for in the paint systems types.

12. Cleanup and Protection:

a. Cleanup: During progress of work, remove from the site discarded paint materials, rubbish, cans and rags at end of each work day.

b. Upon completion of painting work, clean window glass and other paint-spattered surfaces. Remove spattered paint by proper methods of washing and scraping, using care not to scratch or otherwise damage finished surfaces

c. Protection: Protect work of other trades, whether to be painted or not, against damage by painting and finishing work. Correct any damage by cleaning, repairing or replacing, and repainting, as acceptable to owner.

1. Provide “Wet Paint” signs as required to protect newly painted finishes.

Remove temporary protective wrappings provided by others for protection of other work, after completion of painting operations.

2. At completion of work of other trades, touchup and restore all damaged or defaced painted surfaces.

13. Schedule of Paint Systems:

a. Provide the following paint systems, or equal on new and existing substrates, as indicated:

Note: Use of manufacturer’s product names is for the purpose of identifying characteristics and quality of materials sought for each system, and is not intended to prohibit the use of equal products of other manufacturers.

1. System Number: P1

For application to: Exterior metal building walls, walk doors, overhead doors, structural steel, roof surface.

Surface Preparation: See preparation described previously.

Prime Coat: S-W, DTM Bonding Primer (1 Coat)

Top Coat: S-W, Sher-Cryl HPA high performance acrylic (2 Coats)

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SECTION 1360

METAL BUILDING

WAREHOUSE ROOF, Bldg. #51-24

1. General:

The metal building components to be furnished and installed under this contract shall include the following:

b. All necessary installation hardware such as nuts, bolts, and washers.

c. Roof coverings (metal panels).

d. Fasteners required for complete installation of roof and wall coverings.

e. Metal building roof (6" fiberglass) and wall (4" fiberglass) insulation.

e. All metal trim, inside/outside closures for heating and sealing, header trim, jamb trim, flashings and the fasteners necessary for installation thereof.

f. All necessary metal building accessories for roof panels and roof and wall insulation.

g. Gutters, downspouts, splash blocks.

h. Such other parts or components as the contract may provide.

2. Type and Design:

a. The metal building is of the gable roof type, 1/12 pitch. Eave height is 16'.

b. Design shall be in accordance with the Metal Building Manufacturers’

Association “Recommended Design Practices Manual” latest edition.

c. Design Loads: Live load 30#/sq. ft., Wind load 20#/sq. ft.

d. Design Authorities: All members shall be designed in accordance with recognized engineering practices as follows:

1. Structural Steel: American Institute of Steel Construction Specification for the design, fabrication and erection of structural steel for buildings.

2. Light Gauge Steel: American Iron and Steel Institute

Light Gauge Cold-formed Steel Design Manual.

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3. Welding: American Welding Society-Standard Code for Arc and Gas

Welding in Building Construction.

4. The latest edition of each of the above specifications shall be applicable.

4. Shop Drawings:

a. Shop drawings shall be submitted for approval prior to the fabrication of material. These drawings shall show size and layout of component parts.

b. If manufacturer’s standard drawings are included, items being furnished shall be clearly indicated.

5. Materials:

Materials to be furnished under this specification shall be subject to inspection and test by owner. These inspections and test shall be conducted, if required, without expense to the contractor. Inspection shall not relieve the contractor of his responsibility to furnish satisfactory materials. The owner reserves the right to reject any material, if not in conformity with plans and specifications.

6. Roof Panels:

a. All exterior roof panels shall not be lighter than 26 gauge prime steel coated with 1.25 ounces of zinc per square foot. Panels shall be roll-formed from pre coated color coil stock. Galvanized sheet stock material shall be bonderized and then finished with factory Kynar paint. Colored panel material shall be a stock item of the manufacturer who is the building fabricator. Where color is required to match other existing work or buildings, colors selected shall be the most nearly matching stock color available to the manufacturer. Colored panels shall have excellent weather resistance.

b. All roof panels shall, where practicable, be supplied in continuous lengths from high point or ridge of roof to eave and from eave to base.

c. All laps in roof panels shall be caulked by use of non-hardening mastic caulking tape.

d. All roof openings shall be flashed or made weather-tight in a workmanlike manner. All corners, gable roof and shed roof ends shall be neatly trimmed with wrap-round flashings.

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e. All roof panels shall be fastened with top-seal, self-tapping cadmium plated fasteners with neoprene washers or vinyl grommets and steel back-up washers.

Fastener size, spacing and location shall be in accordance with good practice common to the metal building industry. Fasteners shall not dimple the roof sheets into the insulation.

f. Seal end panels with pre-molded closure strips.

7. Gutters and Downspouts:

1. Gutters and downspouts shall be a commercial type standard (seamless preferred) with the paneling manufacturer and shall be the largest size available from manufacturer (4"x 6" downspouts, 6" gutters). Provide color as selected by the owner where building roof and walls are to be furnished in color.

2. Where indicated on plans furnish and install gutters, downspouts and other accessories. The number of downspouts shall be as recommended by the building manufacturer. However, the quantity shall not be less than 4 per side.

8. Protection:

a. All building components shall be delivered, handled, stored, and erected in such a manner that they will not be damaged or deformed. Materials stored on the site before erection shall be stacked on wood pallets or platforms and covered with tarpaulins or other suitable weather tight covering. All metal sheets or panels and trim shall be stored so that water which might have accumulated during shipment or storage will drain off. Sheets, panels and trim shall not be stored in contact with materials which will cause staining. Stained sheets, panels or trim shall be rejected.

9. Roof Panel Installation:

a. The manufacturer’s installation drawings and instructions shall govern installation procedures. A workmanlike job is required.

10. Metal Building Insulation:

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a. Insulation shall be fiberglass blanket insulation complying with ASTM C 991

Type II as manufactured by L & L Insulation & Supply Company, or equal.

Insulation material shall be not less than ½ pound density and shall be 4” an 6”

(6" roof) thickness. Rolls of insulation shall be 36” and 48” wide thickness.

Rolls of insulation shall be 36” and 48” wide and as long as practical for the particular application.

b. A vapor barrier of white vinyl foil reinforced Kraft paper facing material shall be laminated to one side of the fiberglass material and shall leave two 3” tabs or one 6” tab at the edge of the fiberglass. Facing materials shall have an

Underwriters Laboratories FHC 25/50 Flame Spread Rating.

c. Installation:

1. Insulation shall be installed between covering material and secondary framing members. The two 3” tabs shall be pulled together on the back side of the insulation, rolled, and stapled together to form an effective vapor barrier. When the one 6” tab method is used, place adhesive between tab and nest strip of insulation then press firmly for tight seal.

11. Metal Building Accessories:

a. Where indicated on plans furnish and install gutters, downspouts and other accessories. The number of downspouts shall be as recommended by the building manufacturer. However, the quantity shall not be less than shown on drawings.

b. Gutters and downspouts shall be as previously described. Provide color where building roof and walls are to be furnished in color.

c. If there is existing lightning protection, it shall be reinstalled after new roof panels have been replaced.

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Warehouse, Bldg. #51-24

Tractor Shed, Bldg. #50-24

Fitness Center, Bldg. #501-24