SECTION 09 6519
LUXURY VINYL COMPOSITION TILE
MONTEBELLO SENIOR CENTER 09 6519 - 1
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PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Vinyl composition tile flooring as indicated.
B. Related Requirements:
1. Division 01 - General Requirements.
2. Section 06 2000 – Finish Carpentry.
1.2 DEFINITIONS
A. Pop-up: A pop-up is defined as any surface deviation or looseness of substrate that is equal to or greater than 1/64 (0.015625) inch above the concrete floor level, regardless of the size.
1.3 SUBMITTALS
A. Product Data: Submit manufacturer’s published technical data describing materials, construction and recommended installation instructions. Submit technical data and installation instructions for each adhesive material.
Submit list and Product Data of recommended finish materials.
B. Maintenance Instructions: Submit manufacturer’s recommendations for maintenance, care, and cleaning of vinyl composition tile.
C. Samples: Submit Samples of vinyl composition tile and any reducers or transitions in each available color and pattern. Following color selections, submit full size samples of each selected color and pattern. Submit pint cans of each type of adhesive.
D. Maintenance Materials: Before Substantial Completion, deliver one unopened container of each color and pattern of vinyl composition tile in each color and pattern installed. Label each container indicating locations installed. Include unopened cans of adhesives adequate to install the maintenance materials.
E. Installer’s Experience Qualifications: Submit list of not less than five projects, extending over period of not less than five years, indicating installer’s experience record. Submit letter from manufacturer indicating manufacturer's approval for installer of the products.
1.4 QUALITY ASSURANCE
A. Qualifications of Installer: Minimum five years’ experience in successfully installing the same or similar flooring materials.
B. Qualifications of Supervising Installer: In addition to the qualifications of the installer listed above, the flooring installer’s supervisor shall have a minimum of 10 hours Cal-OSHA safety training.
C. Pre-Installation and Progress meetings: Prior to start of work of this section and after approval of submittals, schedule on-site meetings between Contractor, Supervising Installer, OAR and Project Inspector to review installation and procedures required for project.
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D. Comply with the following as a minimum requirement:
1. Materials shall be compliant with requirements of CBC Chapter 11B and ADAAG.
2. ASTM E84: Class A Flame Spread Rating of 25 or less.
3. Comply with current CHPS requirements, www.chps.net.
4. Moisture Testing: ASTM F1869.
1.5 DELIVERY, STORAGE AND HANDLING
A. Materials shall be delivered to the Project site in original unopened manufacturer’s packaging clearly labeled with manufacturer’s name.
B. Materials shall be stored at room temperature, but not less than 70 degrees F for not less than 48 hours before installation, unless manufacturer’s instructions specify otherwise.
1.6 PROJECT CONDITIONS
A. Ventilation and Temperature: Verify areas that are to receive new flooring are ventilated to remove fumes from installation materials. Verify that areas are within temperature range recommended by the various material manufactures for Project site installation conditions.
1.7 WARRANTY
A. Manufacturer shall provide a five-year material warranty.
B. Installer shall provide a two-year fabrication and installation warranty.
PART 2 - PRODUCTS
2.1 ACCEPTABLE MANUFACTURERS
A. Armstrong Contract Interiors.
B. Mannington Commercial.
C. Congoleum, standard grade as manufactured by Mohawk.
D. Heritage Wood
E. Or equal.
2.2 MATERIALS
A. Luxury Vinyl Composition Tile: Conform to ASTM F1066, Composition 1, asbestos free, Class 2 (through pattern), 9-inch by 59.7-inch by minimum 1/8-inch-thick, colors and patterns as indicated on Drawings.
1. Tile shall be from same batch and run number for each color.
B. Crack Filler and Leveling Compound: 100 percent cementitious binder type (as defined by ASTM C150), shall be approved by Owner’s Office of Environmental Health and Safety (OEHS). The following manufacturers are currently listed approved by OEHS:
1. Ardex SD-F.
2. Schonox SL.
3. Armstrong S183 or S184.
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4. Equal, as recommended by flooring manufacturer and approved by OEHS.
5. Leveling Compound shall meet or exceed 200 pounds when tested in accordance with ASTM C 1583.
C. Concrete Primer: Non-staining type recommended by manufacturer of vinyl composition tile. Concrete primer shall be OEHS approved.
D. Adhesive: Water based, low odor type formulated specially for installation with vinyl composition tile, and recommended by manufacturer.
E. Reducer Strips: Tapered rubber not less than one inch wide, and thickness to match tile. Install with double sided tape.
1. Burke Flooring.
2. 3M Company.
3. Guerilla Glue Company.
4. Equal.
F. Floor Finish: One of the following systems:
1. Neutral cleaner, Robusto, seal Hil-Tex and finish Explorer, manufactured by Hillyard.
2. Neutral cleaner, ACT sealer and Super Polymer 85 finish, manufactured by Maintex.
3. Sundance cleaner and Butcher’s Mainstay floor finish, manufactured by Waxie Stationary Supply.
4. Equal.
PART 3 - EXECUTION
3.1 COORDINATION
A. Coordinate with related Work to assure level, dry, smooth, and clean finish surfaces to receive vinyl composition floor tile.
3.2 EXAMINATION
A. Field verify and correct deficiencies of conditions affecting Work before commencing Work of this section.
3.3 INSTALLATION OF TILE
A. Color and pattern: Install tiles in the pattern indicated on Drawings. If no pattern is indicated, tiles shall be installed in a rectangular pattern, in one color.
B. Install vinyl composition floor tile when ambient temperature is 70 degrees F or higher or manufacturer’s range.
C. Install the tile adhesive in a thin film evenly with a notched trowel. Trowel notches shall be as recommended by adhesive manufacturer.
1. Mix adhesive in accordance with manufacturer’s instructions.
2. Install adhesive only in area that can be covered by flooring material within the adhesive manufacture’s recommended working time. Do not set tile into wet adhesive.
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3. Tile must be set into dry, but still tacky, adhesive film. Remove adhesive that has dried beyond recommended time, or has filmed over and is no longer tacky.
4. Adhesive application rate shall be as required to avoid telegraphing trowel lines to the surface after maintenance coatings are applied.
Adjust tile runoff during installation if necessary.
5. Immediately remove any excess adhesive from the tile surface using the adhesive manufacturer’s recommended cleaner and a damp, not wet, cloth.
D. Provide reducer where floor covering edges are exposed, such as at center of the door or where floor coverings terminate.
E. Install tiles symmetrically about centerlines of areas progressing toward walls. Adjust border tiles as required. Tiles shall be straight and joints close.
Tile shall be cut to fit snugly at doorframes, and walls. No slivers at edges.
F. Mechanically cut flooring material to produce square true edges.
G. As floor tile is installed and within adhesive’s recommended working time, roll with a clean, smooth, 100-pound roller in both directions. As the rolling proceeds, replace any loosened, defective, or damaged tile with new and finish to the specified condition.
H. Remove dust, debris, and soil with any combination of sweeping, microfiber dust-mopping with a properly treated, non-oily mop and vacuuming.
3.4 CLEANING, WAXING, AND COMPLETION
A. Maintain flooring surfaces clean as installation progresses.
B. Use a sprayer to mist the area to be cleaned with a neutral cleaning solution prepared in accordance with manufacturer’s instructions.
C. Gently scrub the floor using red or maroon cleaning, not stripping pads, mounted on a single disc, 175 RPM floor machine; or preferably, with a machine that uses horizontally mounted brushes with a counter-rotating spindle motion. Never allow the machine to remain running stationary.
D. Remove the resulting slurry with a wet vacuum.
E. Rinse the floor at least four times, each time using a clean mop and clean rinse water. On the first rinse, apply just enough water to keep the floor wet until the solution is picked-up with a vacuum. The next two rinses should be with a fairly well wrung-out, damp mop. The final rinse should produce virtually clean rinse water. Ensure the rinse water is clean throughout the rinsing process. Avoid tracking the floor after the final rinse. Check the floor after the final rinse for any missed areas and re-scrub/rinse as needed.
Repeat the rinsing process until all signs of the cleaning solution are removed and the floor shows no sign of haziness or dusting when dry. If the Contractor has lightweight “automatic” floor machines capable of achieving the same result as described above, they may be used in-place of this method. Do not flood or excessively dampen floor at any time.
F. Allow the Work to dry thoroughly.
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G. Finish vinyl composition tile with two coats of sealer, and four coats of finish (wax) applied in accordance with manufacturer’s instruction. Each coat shall dry for a period of time recommended by the manufacturer. The last coat of floor wax shall be burnished in accordance with manufacturer's written instructions. Take care not to allow any foreign material, including dust and mop fibers to become embedded in any coat of wet sealer or finish.
H. After the last coat of floor finish has dried sufficiently according to the manufacturer’s instructions, burnish work, using high speed equipment, in accordance with manufacturer’s written instructions to bring the entire surface, including the corners and edges, to high level of luster, free of marks and dust embedded in finish
I. Clean adjacent baseboard and other surfaces of adhesive and other materials. Replace damaged or defective Work to the specified condition.
3.5 CLEAN UP
A. Remove rubbish, debris, and waste materials and legally dispose of off Project site.
3.6 PROTECTION
A. Protect the Work of this section until Substantial Completion.
END OF SECTION
SECTION 09 9123
INTERIOR PAINTING
MONTEBELLO SENIOR CENTER 09 9123 - 1
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PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section includes surface preparation and the application of paint systems on the following interior substrates listed in 3.6 Interior Painting Schedule.
B. Related Requirements:
1. Factory- or shop-applied primers applied as Work of other Sections must be coordinated with field-applied finish coats. Review other Sections for factory- or shop-primed products and reference this Section for product requirements.
2. Section 06 2000 "Finish Carpentry" for surface preparation and the application of paint systems on substrates.
1.3 DEFINITIONS
A. Gloss Level 1: Not more than 5 units at 60 degrees and 1 to 2 units at 85 degrees.
B. Gloss Level 2: 5 to 9 units at 60 degrees and 10 to 15 units at 85 degrees.
C. Gloss Level 3: 10 to 15 units at 60 degrees and 15 to 30 units at 85 degrees.
D. Gloss Level 4: 20 to 35 units at 60 degrees and 35 to 50 units at 85 degrees.
E. Gloss Level 5: 40 to 50 units at 60 degrees.
F. Blocking: Two painted surfaces sticking together such as a painted door sticking to a painted jamb.
G. Mildew Resistant: Certified products are specially formulated with microbicidal additives that resist mold, mildew, and algae growth on the paint film and inhibit growth of bacterial odors.
H. CHPS: Collaborative for High Performance Schools. A national movement to improve student performance and the entire educational experience by building the best possible schools. www.chps.net.
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I. EG: Ethylene Glycol. Ethylene glycol is listed as a hazardous air pollutant (HAP) by the U.S. EPA.
J. PDCA: Painting & Decorating Contractors of America www.pdca.org .
K. RAVOC: Reactivity adjusted VOC. "Reactivity" means the ability of a VOC to promote ozone formation.
L. SSPC: The Society for Protective Coatings publishes Scopes of SSPC Surface Preparation Standards and Specifications www.sspc.org .
M. Dunn-Edwards Conformance Chart: D-E CONFORMANCE TABLE
1.4 ACTION SUBMITTALS
A. Product Data: For each type of product. Include preparation requirements and application instructions.
B. Samples for Initial Selection: For each type of topcoat product.
C. Samples for Verification: For each type of paint system and in each color and gloss of topcoat.
1. Submit Samples on rigid backing, no smaller than 7 inches X 10 inches (177 mm X 254 mm) or larger than 8.5 inches X 11 inches (216 mm X 280 mm).
2. Label each Sample for project, architect, general contractor, painting contractor, paint color name and number, paint brand name, "P" number if applicable, and application area.
D. Product List: For each product indicated, include the following:
1. Cross-reference to paint system and locations of application areas. Use same designations indicated on Drawings and in schedules.
2. VOC content.
1.5 MAINTENANCE MATERIAL SUBMITTALS
A. Furnish extra materials that match products installed and that are packaged with protective covering for storage and identified with labels describing contents.
1. Paint: Provide not less than 1 gal. (3.8L) of each material and color applied.
1.6 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
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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 specified in Part 3.
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.
3. Approval of mockups does not constitute approval of deviations from the Contract Documents contained in mockups unless Architect specifically approves such deviations in writing.
1.7 DELIVERY, STORAGE, AND HANDLING
A. Store materials not in use in tightly covered containers in well-ventilated areas with ambient temperatures continuously maintained at not less than 45 deg F (7 deg C).
1. Maintain containers in clean condition, free of foreign materials and residue.
2. Remove rags and waste from storage areas daily.
1.8 FIELD CONDITIONS
A. Apply paints only when temperature of surfaces to be painted and ambient air temperatures are between 50- and 90-degrees F (10 and 32 degrees C).
B. Do not apply paints when relative humidity exceeds 85 percent; at temperatures less than 5 degrees F (3 degrees C) above the dew point; or to damp or wet surfaces.
C. A painting contractor should follow proper painting practices and exercise judgment based on his or her experience and project specific conditions as to when to proceed.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
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A. Basis-of-Design Product: Provide products listed from the Dunn-Edwards Corporation.
B. OR Equal.
2.2 PAINT, GENERAL
A. Material Compatibility:
1. Provide materials for use within each paint system that are 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, provide products recommended in writing by manufacturers of topcoat for use in paint system and on substrate indicated.
B. Colorants: The use of colorants containing hazardous chemicals, such as ethylene glycol, is prohibited and zero VOC colorants should be used whenever possible.
C. Colors: As selected by the Architect.
1. Indicate a percentage of surface area which will be painted with deep tones.
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. Wood: 15 percent.
2. Gypsum Board: 12 percent.
C. Gypsum Board Substrates: Verify that the finishing compound is sanded smoothly.
D. Verify suitability of substrates, including surface conditions and compatibility with existing finishes and primers.
E. Proceed with coating application only after unsatisfactory conditions have been corrected.
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1. Application of coating indicates acceptance of surfaces and conditions.
3.2 PREPARATION
A. Comply with manufacturer's written instructions.
B. Remove hardware, covers, plates, and comparable 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.
C. Clean substrates of substances that could impair the bond of paints, including dust, dirt, oil, grease, and incompatible paints and encapsulants.
1. Remove incompatible primers and re-prime substrate with compatible primers or apply tie coat as required to produce paint systems indicated.
D. Aluminum Substrates: Remove loose surface oxidation.
E. Wood Substrates:
1. Scrape and clean knots and apply coat of knot sealer before applying primer.
2. Sand surfaces that will be exposed to view and dust off.
3. Prime edges, ends, faces, undersides, and backsides of wood.
4. After priming, fill holes and imperfections in the finish surfaces with putty or plastic wood filler. Sand smooth when dried.
3.3 APPLICATION
A. Apply paints according to manufacturer's written instructions.
1. Use applicators and techniques suited for paint and substrate indicated.
2. Paint surfaces behind movable equipment and furniture same as similar exposed surfaces. Before final installation, paint surfaces behind permanently fixed equipment or furniture with prime coat only.
3. Paint the front and backsides of access panels, removable or hinged covers, and similar hinged items to match exposed surfaces.
4. Do not paint over labels of independent testing agencies or equipment name, identification, performance rating, or nomenclature plates.
5. Primers specified in painting schedules may be omitted on items that are factory primed or factory finished if acceptable to topcoat manufacturers.
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B. If undercoats or other conditions show through topcoat, apply additional coats until cured film has a uniform paint finish, color, and appearance.
C. 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.
D. Block Fillers: Provide block fill as scheduled to conform to the following PDCA Standard P12-05:
1. Level 3 - Premium Fill: One or multiple coats of high-performance block filler manufactured to be applied to a high dry film build. The block filler shall be back rolled to eliminate voids and to reduce most of the masonry profile depth.
3.4 FIELD QUALITY CONTROL
A. Dry Film Thickness Testing: Owner may engage the services of a qualified testing and inspecting agency to inspect and test paint for dry film thickness.
1. The contractor shall touch up and restore painted surfaces damaged by testing.
2. If test results show that dry film thickness of applied paint does not comply with paint manufacturer's written recommendations, Contractor shall pay for testing and apply additional coats as needed to provide dry film thickness that complies with paint manufacturer's written recommendations.
3.5 CLEANING AND PROTECTION
A. At the end of each workday, remove rubbish, empty cans, rags, and other discarded materials from the Project site.
B. After completing paint application, clean spattered surfaces. Remove spattered paints by washing, scraping, or other methods. Do not scratch or damage adjacent finished surfaces.
C. Protect work of other trades against damage from paint application. Correct damage to work of other trades by cleaning, repairing, replacing, and refinishing, as approved by Architect, and leave in an undamaged condition.
D. At completion of construction activities of other trades, touch up and restore damaged or defaced painted surfaces.
3.6 INTERIOR PAINTING SCHEDULE
A. Gypsum Board Substrates:
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1. Premium Low Odor / Zero VOC Latex System:
a. Prime Coat: Primer sealer, latex, interior, Dunn-Edwards, Vinylastic Select VNSL00.
b. Intermediate Coat: Latex, interior, matching topcoat c. Topcoat: Latex, interior, semi-gloss, Dunn-Edwards, Spartawall SWLL50, (Gloss Level 5).
B. Concrete Substrates, Masonry, Clay, Nontraffic Surfaces:
1. Premium Low Odor / Zero VOC Latex System:
a. Prime Coat: Primer, alkali resistant, waterbased, interior/exterior, Dunn-Edwards, Eff-Stop Select ESSL00.
b. Intermediate Coat: Latex, interior, matching topcoat. c. Topcoat: Latex, interior, semi-gloss, Dunn-Edwards, Spartawall SWLL50, (Gloss Level 5).
C. CMU Substrates:
1. Premium Low Odor / Zero VOC Latex System:
a. Block Filler: Block filler, latex, interior/exterior, Dunn-Edwards, Smooth Blocfil Select SBSL00.
b. Intermediate Coat: Latex, interior, matching topcoat. c. Topcoat: Latex, interior, semi-gloss, Dunn-Edwards, Spartawall SWLL50, (Gloss Level 5).
D. Ferrous Metal Substrates:
1. Premium Low Odor / Zero VOC Latex over a Waterborne Alkyd Primer System:
a. Prime Coat: Primer, alkyd, anti-corrosive, for metal, Dunn-Edwards, Bloc-Rust Premium BRPR00 Series or Enduraprime rust preventative primer ENPR00.
b. Intermediate Coat: Latex, interior, matching topcoat. c. Topcoat: Latex, interior, semi-gloss, Dunn-Edwards, Spartawall SWLL50, (Gloss Level 5).
END OF SECTION
SECTION 10 1400
SIGNAGE
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PART 1 - GENERAL
1.1 REALTED DOCUMENTS
A. Drawings and general provision of the Contract, including General and Supplementary Conditions and Division 01 Specifications, apply to this Section.
1.2 REFERENCES
A. California Building Code; 2019 CBC Section 11B-703
1. Tactile character type: Tactile characters on signs shall be raised 1/32-inch (0.794 mm) minimum and shall be sans serif uppercase characters accompanied by Contracted Grade 2 Braille (see note below).
2. Tactile character size: Raised characters shall be a minimum of 5/8 inch (15.9 mm ) and a maximum of 2 inches (51 mm) high. .
3. Finish and contrast: Contrast between character, symbols and their background must be 70% minimum and have a non-glare finish.
4. Proportions: Characters on signs shall have a width-to-height ratio of between 3:5 and 1:1 and a stroke width-to-height ratio of between 1:5 and 1:10. All letters measured must be uppercase. After choosing a typestyle to test, begin by printing the letters I, X, O at 1 inch high. Place the template’s 1:1 square over the X or O, whichever is narrower. If the character is not wider than 1 inch, nor narrower than the 3:5 rectangle, the proportions are correct. Use the 1:5 rectangle to determine if the stroke of the I is too broad, and the 1:10 rectangle to see if it is too narrow. If all the tests are passed, the typestyle is compliant with proportion requirement.
5. Braille: California (Contracted) Grade 2 Braille shall be used wherever Braille is required in other portions of these standards. Dots shall be 1/10- inch (2.54 mm) on center in each cell with 2/10-inch (5.08 mm) space between cells, measured from the second column of dots in the first cell to the first column of dots in the second cell. Dots shall be raised a minimum of 1/40 inch (0.635 mm) above the background. Braille dots shall be domed or rounded.
6. Mounting location shall be determined so that a person may approach within 3 inches (76 mm) of signage without encountering protruding objects or standing within the swing of the door.
1.3 DEFINITIONS
A. ADA-ABA Accessibility Guidelines: U.S. Architectural & Transportation Barriers Compliance Board's "Americans with Disabilities Act (ADA) Accessibility Guidelines for Buildings and Facilities; Architectural Barriers Act (ABA) Accessibility Guidelines."
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1.4 SUBMITTALS
A. Product Data: For each type of product indicated.
B. Shop Drawings: Show fabrication and installation details for signs.
1. Show sign mounting heights, locations of supplementary supports to be provided by others, and accessories.
2. Provide message list, typestyles, graphic elements, including tactile characters and Braille, and layout for each sign.
C. Samples for Initial Selection: Manufacturer’s color charts consisting of actual units or sections of units showing the full range of colors available for the following:
1. Acrylic sheet.
2. Polycarbonate sheet.
3. Die-cut characters and graphic symbols. Include representative samples of available typestyles and graphic symbols.
D. Samples for Verification: For each of the following products and for the full range of color, texture, and sign material indicated, of sizes indicated:
1. Acrylic Sheet: 8 by 10 inches for each color required.
2. Polycarbonate Sheet: 8 by 10 inches for each color required.
3. Accessories: Manufacturer’s full-size unit.
E. Sign Schedule: Use same designations indicted on Drawings.
1.5 QUALITY ASSURANCE
A. Installer Qualifications: Fabricator of products.
B. Fabricator Qualifications: Shop that employs skilled workers who customfabricate products similar to those required for this Project and whose products have a record of successful in-service performance.
C. Source Limitations for Signs: Obtain each sign type indicated from one source from a single manufacturer.
D. Regulatory Requirements: Comply with applicable provisions in ADAAG Accessibility Guidelines and California Building Code.
1. Finish and Contrast: Contrast between character symbols and their background must be 70% minimum and have a non-glare finish. CBC Section 1117B.5.2.
2. Proportions: Characters on signs shall have a width-to-height ratio of between 3:5 and 1:1 and a stroke width-to-height ratio of between 1:5 and 1:10. CBC Section117B.5.3. All letters measured must be uppercase. After choosing a typestyle to test, begin by printing the letters I, X, O at 1 inch
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high. Place the template’s 1:1 square over the X or O, whichever is narrower. If the character is not wider than 1 inch, nor narrower than the 3:5 rectangle, the proportions are correct. Use the 1:5 rectangle to determine if the stroke of the “I” is too broad, and the 1:10 rectangle to see if it is too narrow. If all the tests are passed, the typestyle is compliant with proportion requirement.
1.6 WARRANTY
A. Special Warranty: Manufacturer’s standard form in which manufacturer agrees to repair or replace components of signs that fail in materials or workmanship within specified warranty period.
1. Failures include, but are not limited to, the following:
a. Deterioration of metal and polymer finishes beyond normal weathering.
b. Deterioration of embedded graphic image colors and sign lamination.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Products of following manufacturers are acceptable and are the basis for intended design and quality.
1. H. Toji and Company.
2. Vomar Products Inc.
3. Mohawk Sign Systems, Inc.
4. Accent Signage Systems.
5. The Gruenke Company.
6. Ada Sign Products.
7. Rowmark.
8. Equal.
2.2 MATERIALS AND FABRICATION
A. Interior Sign Materials:
1. Substrate Panel: 1/8 inch minimum thick, integrally colored or clear acrylic plastic, or laminated acrylic. Conforming to ASTM D4802; nonglare (matte), UV stable, suitable for interior and exterior use.
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a. Corners shall be radius.
b. Edges shall be square and eased.
c. Colors as selected by ARCHITECT from manufacturer’s custom color range.
2. Fasteners:
a. Stainless steel tamper-proof screws and plastic anchors. b. Signs mounted on fire-rated doors shall be secured with adhesive. c. Adhesives and sealants shall comply with the limits for VOC content and shall be approved by OWNER’s Office of Environmental Health Services (OEHS).
2.3 RESTROOM SIGNAGE
A. Restrooms shall be provided with geometric symbols and wall mounted pictograms with text descriptors accompanied by Braille.
B. Geometric Symbols:
1. Doorways leading to toilet rooms shall be identified by a geometric symbol complying with CBC Section 11B-703.7.2.6.
2. “All Gender” Restroom Door Sign (Single occupancy restrooms): 1/4- inch-thick circle, 12-inch diameter with a 1/4-inch-thick equilateral triangle with the vertex pointing upward superimposed on the circle and within the 12-inch diameter. Triangle and circle shall be of contrasting colors; the circle symbol shall contrast with the door. A female and male silhouettes shall appear within the equilateral triangle in contrasting color to it, and the word “restroom” shall appear on the bottom part of the circle in contrasting color to it.
3. Edges and Vertices on Geometric Symbols: Shall be eased or rounded at 1/16 inch minimum, or chamfered at 1/8 inch maximum.
Vertices shall be radiused between 1/8 minimum and ¼ inch maximum.
4. Location and Mounting Height: Symbols shall be mounted at 58 inches minimum and 60 inches maximum above the finish floor or ground surface measured from the centerline of the symbol. Where a door is provided the symbol shall be mounted within one inch of the vertical centerline of the door.
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PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of work.
B. Verify that items, including anchor inserts, are sized and located to accommodate signs.
C. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 INSTALLATION
A. Locate signs and accessories where indicated, using mounting methods of types described and complying with manufacturer's written instructions.
1. Install signs level, plumb, and at heights indicated, with sign surfaces free of distortion and other defects in appearance.
2. Mounting Location: Install signs on walls adjacent to latch side of door where applicable. Where not indicated or possible, such as double doors, install signs on nearest adjacent walls. Locate to allow approach within 3 inches of sign without encountering protruding objects or standing within swing of door. CBC Section 1117B.5.7.
B. Wall-Mounted Signs: Comply with sign manufacturer's written instructions except where more stringent requirements apply.
1. Silicone-Adhesive Mounting: Attach signs to irregular, porous, or vinylcovered surfaces.
2. Shim Plate Mounting: Provide 1/8-inch- thick, concealed aluminum shim plates with predrilled and countersunk holes, at locations indicated, and where other mounting methods are not practicable. Attach plate with fasteners and anchors suitable for secure attachment to substrate. Attach panel signs to plate using method specified above.
3. Mechanical Fasteners: Use nonremovable mechanical fasteners placed through predrilled holes. Attach signs with fasteners and anchors suitable for secure attachment to substrate as recommended in writing by sign manufacturer.
C. Geometric Signs: Geometric toilet room signs shall be fastened to doors with three tamper-proof oval-head counter-sunk screws.
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3.3 CLEANING AND PROTECTION
A. After installation, clean soiled sign surfaces according to manufacturer’s written instructions. Protect signs from damage until acceptance by Owner.
END OF SECTION
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PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Solid phenolic, moisture resistant substrate.
a. Urinal screen: wall hung.
2. Attachment hardware.
B. Related Documents: The Contract Documents, as defined in Section 011000 - Summary of Work, apply to the Work of this Section. Additional requirements and information necessary to complete the Work of this Section may be found in other Documents.
C. Related Sections:
1. Section 102813 – Toilet Accessories.
1.2 REFERENCES
A. American National Standards Institute (ANSI):
1. ANSI A117.1 - Specifications for Making Buildings and Facilities Accessible To and Usable by Physically Handicapped People.
B. American Society for Testing and Materials (ASTM):
1. ASTM A 167 - Specification for Stainless and Heat-Resisting ChromiumNickel Steel Plate, Sheet and Strip.
2. ASTM E-84 – Standard Test Method for Surface Burning Charactereistics of Building Matrials.
3. B221 – Standard Specification for Aluminum and Aluminum –Alloy Extruded Bars, Rods, Wire, Profiles & Tubes.
1.3 QUALITY ASSURANCE
A. Regulatory Requirements:
1. Conform to ANSI A117.1 code for access for the handicapped operation of toilet compartment door and hardware.
2. CBC 2010 for Flame Spread/Smoke Development requirements.
1.4 SUBMITTALS
A. Section 013300 - Submittal Procedures: Procedures for submittals.
1. Product Data: Submit manufacturer’s data sheets for each product specified.
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2. Shop Drawings: Submit manufacturer’s shop drawings for each product specified, including the following:
a. Plans, elevations, details of construction and attachment to adjacent construction.
b. Show anchorage locations and accessory items.
c. Verify dimensions with field measurements prior to final production of toilet compartments.
3. Closeout documents: Submit operation and maintenance data and warranty.
1.6 DELIVERY, STORAGE, AND HANDLING
A. Deliver, store and handle materials and products in strict compliance with manufacturer’s instructions and recommendations. Protect from damage.
1.7 WARRANTY
A. Manufacturer’s standard 10 year limited warranty for panels, doors, and stiles against breakage, corrosion, delamination, and defects in factory workmanship.
Manufacturer’s standard 1 year guarantee against defects in material and workmanship for stainless steel door hardware and mounting brackets.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Subject to compliance with project requirements, manufacturers offering specified items which may be incorporated in the Work include the following:
1. Bobrick Washroom Equipment, Inc.
2. Capitol Partitions.
3. Comtec Industries.
4. Metpar Corporation.
5. Scranton Products.
6. Or approved equal.
2.2 MATERIALS
A. Urinal Screens
1. Solid phenolic material constructed of solidly fused plastic laminate with matte-finish melamine surfaces, colored face sheets, and black phenolic resin core that are integrally bonded. Edges shall be black.
2. Color: as noted on Drawings.
3. Finish Thickness:
a. Stiles and doors shall be 3/4 inch.
b. Panels shall be 1/2 inch.
B. Toilet Partitons
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1. Solid phenolic material constructed of solidly fused plastic laminate with matte-finish melamine surfaces, colored face sheets, and black phenolic resin core that are integrally bonded. Edges shall be black.
2. Color: as noted on Drawings.
3. Finish Thickness:
a. Stiles and doors shall be 3/4 inch.
b. Panels shall be 1/2 inch.
4. Mounting: Floor-mounted
a. Stile Standard Height: 69 inches (175 cm); stile Maximum Height:
75-5/16 inches (194 cm).
C. Mounting brackets 18-gauge stainless steel and extend full height of panel. Uchannels furnished for panel to stile mounting. Angle brackets furnished for stile to wall and stile to panel mounting. Angle brackets furnished for panel to wall mounting.
PART 3 – EXECUTION
3.1 EXAMINATION
A. Section 17300 – Execution: Verification of existing conditions before starting work.
1. Check areas scheduled to receive compartments for correct dimensions, plumbness of walls, and soundness of surfaces that would affect installationof mounting brackets.
2. Verify spacing of plumbing fixtures to assure compatibility with installation of compartments.
3. Do not begin installation of compartments until conditions are satisfactory.
3.2 INSTALLATION
A. Install rigidly, straight, plumb, and level and in accordance with manufacturer’s installation instructions.
B. Installation methods shall conform to manufacturer’s recommendations for backing and proper support.
C. Conceal evidence of drilling, cutting, and fitting to room finish.
D. Maintain uniform clearance at vertical edge of doors.
3.3 ADJUSTMENT AND CLEANING
A. Adjust hardware for proper operation after installation.
B. Set hinge cam on in-swinging doors to hold doors open when unlatched.
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C. Set hinge cam on out-swinging doors to hold unlatched doors in closed position.
D. Clean exposed surfaces of compartments, hardware, and fittings.
END OF SECTION
SECTION 10 2813
TOILET ACCESSORIES
MONTEBELLO SENIOR CENTER 10 2813 - 1
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PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Toilet accessories.
B. Related Requirements:
1. Division 01 - General Requirements.
2. Section 06 1000- Rough Carpentry.
1.2 REGULATORY REQUIREMENTS
A. Comply with CBC Chapter 11B requirements and ADAAG
recommendations for accessibility.
1.3 SUBMITTALS
A. Shop Drawings: Submit a schedule of accessories and Shop Drawings indicating installation methods and fasteners.
1.4 QUALITY ASSURANCE
A. Coordinate related Work as required to ensure proper and adequate provision in framing of backing and wall finish for installation of accessories.
1.5 DELIVERY, STORAGE AND HANDLING
A. Protect accessories from damage.
PART 2 - PRODUCTS
2.1 GENERAL
A. Accessories shall be provided with necessary anchoring devices and fasteners appropriate for surfaces on which items are to be fastened.
2.2 MATERIALS
A. Liquid Soap Dispenser: 20 gage stainless steel, 40-ounce. capacity, tamper-proof cap and concealed vandal-proof mounting. Continental V 444SS, ASI 0347, Bobrick B-2111, or equal.
B. Toilet Paper Dispenser:
1. Accessible toilet rooms: Wall mounted Ashfield BPH-YP1K, nickel finish, or equal.
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C. Paper Towel Dispenser and Waste Receptacle: Recess mounted, Type 304 stainless steel, satin finish. Door with tumbler lock and piano hinge ASI 0245-SS, Bobrick B-3944, or equal.
D. Grab Bars: Grab bar shall be type-304 stainless steel with satin-finish.
Grab bar shall have 18-gauge wall thickness and 1-1/2" outside diameter.
Clearance between the grab bar and wall shall be 1-1/2". Concealed mounting flanges shall be 11-gauge thick stainless-steel plate, 2" x 3-1/8", and equipped with at least two screw holes for attachment to wall. Flange covers shall be 22 gauge, 3-1/4" diameter x 1/2" deep, and shall snap over mounting flange to conceal mounting screws and/or WingIt fasteners.
Ends of grab bar shall pass through concealed mounting flanges and be heliarc welded to form one structural unit. Grab bar shall comply with accessible design (including ADAAG for structural strength. Exposed stainless steel to be 180 grit satin finish. B-6806, B-5806, Bobrick, or equal.
E. Mirrors: Framed mirror, with one piece roll-formed 1/2 inch by 1/2-inch Type 304 stainless steel angle frame, with bright-polish finish. Mitered corners. Glass shall be No. 1 quality 1/4-inch select float glass: selected for silvering, electrolytically copper-plated by the galvanic process, and guaranteed for 15 years against silver spoilage. Back of mirror shall be protected by full size, shock-absorbing, water resistant, nonabrasive, polyethylene padding. Galvanized steel back shall have integral horizontal hanging brackets located at top and bottom for mounting on concealed wall hanger to prevent the mirror from pulling away from the wall. Locking devices secure mirror to concealed wall hanger. Mirror shall be removable from the wall. Frame mirror shall be model Bobrick B-165 series, Bradley, or equal. Size as indicated on Drawings.
F. Toilet Seat Cover Dispensers: Surface-mounted, Type 304 stainless steel, satin finish. ASI 0477SM, Bobrick B-221, Bradley, or equal.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Check openings in substrates to receive accessories. Verify openings are correctly located and sized to receive accessories, and that locations will comply with disability access requirements. Confirm that blocking, backing or support is properly located and adequate for the accessory installation.
B. Verify spacing of plumbing fixtures and toilet partitions. Confirm spacing and locations are compatible with proposed accessory locations and will allow compliance with disability access requirements.
3.2 INSTALLATION
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TOILET ACCESSORIES
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A. Install toilet accessories in accordance with manufacturer's written recommendations and accessibility requirements. Fasten components firmly in place.
B. Drill holes to correct size and application that is concealed by item with ¼ inch tolerance.
C. Install recessed accessories into wall openings with sheet metal screws into metal frames.
D. Install surface-mounted accessories to backing plates with machine screws, plumb, and aligned.
E. Grab Bars:
1. At wood stud walls, fasten wood blocking with threaded stainless steel wood screws of sufficient length to penetrate blocking 1 ¼-inch minimum.
2. At plaster or gypsum board walls, provide spacers of same thickness as wall material to prevent crushing of wall material.
F. Mirrors: Install mirror on manufacturer supplied concealed wall hanger and fasten with two theft-resistant locking screws.
G. Before Substantial Completion, deliver keys and maintenance instructions and product data to City/Engineer.
3.3 ADJUSTING AND CLEANUP
A. Adjust accessories for proper operation.
B. Remove rubbish, debris, and waste material and legally dispose of off the Project site.
3.4 PROTECTION
A. Protect the Work of this section until Substantial Completion.
END OF SECTION
SECTION 22 0513
BASIC PLUMBING MATERIAL AND METHODS
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PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Waterproofing.
2. Electrical Connections and Protection.
3. Supports and anchors.
4. Cleaning, Protection and Adjustment.
5. Dielectric Fittings.
6. Piping connections.
7. Mechanical Identification.
8. Sleeves and Seals.
B. Related Documents: The Contract Documents, as defined in Section 01 1000 - Summary of Work, apply to the Work of this Section. Additional requirements and information necessary to complete the Work of this Section may be found in other Documents.
C. Related Sections:
1. 07 9200 - Joint Sealants: Sealants.
2. 09 9100 - Painting: Field painting.
1.2 WATERPROOFING
A. Where work penetrates waterproofing, including waterproof concrete, the method of installation shall be approved by the Engineer prior to performing the work. Furnish necessary sleeves, caulking and flashing required to make openings absolutely watertight.
1.3 PAINTING
A. Painting requirements of this section shall conform to Division 9 – Finishes:
Painting.
B. Provide surface preparation, priming, and final coat application in strict accordance with manufacturer's recommendations.
C. Provide painting of plumbing piping and equipment exposed in mechanical equipment room and in occupied spaces. Plumbing items to be painted are as follows:
1. Piping, pipe hangers, pipe insulation, and supports
2. Equipment and supports.
3. Accessory items.
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1.4 CLEANING, PROTECTION AND ADJUSTMENT
A. Cleaning
1. General cleaning requirements are specified in Division 1 – General Requirements.
2. Upon completion of the work, clean the exterior surface of equipment, accessories, and trim installed. Clean, polish, and leave equipment, accessories, and trim in first-class condition.
B. Protection of Surfaces
1. Protect surfaces from damage during the construction period.
2. Provide plywood or similar material under equipment or materials stored on floors or roofs. Provide protection in areas where construction may damage surfaces.
3. Surfaces damaged during the construction shall be repaired or replaced at no additional cost to the City. The method of repairing or replacing the surface shall be approved by the Engineer.
C. Protection of Services
1. Protect services from damage during the construction period.
2. Repair, replace and maintain utilities, facilities or services (underground, above ground, interior or exterior) damaged, broken or otherwise rendered inoperative during the course of construction.
3. Services damaged during the construction shall be replaced at the cost of the Contractor at fault. The method used in repairing, replacing or maintaining the services shall be approved by the Engineer.
D. Protection of Equipment and Materials
1. Equipment and materials shall be stored in a manner that shall maintain an orderly, clean appearance. If stored on-site in open or unprotected areas, equipment and material shall be kept off the ground and out of standing water by means of pallets or racks, and covered with tarpaulins.
2. Equipment and material, if left unprotected and damaged, shall be repainted or otherwise refurbished at the discretion of the Owner.
Equipment and material is subject to rejection and replacement if, in the opinion of the Engineer or manufacturer the equipment has deteriorated or been damaged to the extent that its immediate use or performance is questionable, or that its normal life expectancy has been curtailed.
3. During the construction period, protect piping, fittings, valves, equipment, and associated appurtenances from damage and dirt. Each system of piping shall be flushed to remove grit, dirt, sand, and other foreign matter for as long a time as required to thoroughly clean the systems.
E. Adjustment
1. After the entire installation has been completed, make required adjustments to balancing valves, circulating systems, pressure reducing valves and similar devices until performance requirements are met.
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2. Provide factory-lubricated bearings for equipment. Before initial startup of equipment, inspect and verify bearings for proper amounts of lubricant. If required, provide proper amounts of lubricant in accordance with manufacturer's recommendations.
1.5 DIELECTRIC FITTINGS
A. Ferrous to non-ferrous pipe connections shall be made with threaded, soldered, plain, or welded end connections that match piping system material.
Dielectric fittings shall prevent any electrolytic action between dissimilar materials.
1.6 PIPING CONNECTIONS
A. Make pipe connections according to the following
1. Provide unions in supply piping systems 4 inches and smaller:
a. Adjacent to each side of valve
b. At final connection to equipment
2. Provide flanged connections for supply piping systems 4 ½ inches and larger:
a. Adjacent to each side of valve
b. At final connection to equipment
3. Provide sewer lateral cleanout:
a. As indicated on Plans.
1.7 SLEEVES AND SEALS
A. Sleeves for Pipes through Non-fire Rated Floors: 18 gage (1.2 mm thick) galvanized steel.
B. Sleeves for Pipes through Non-fire Rated Beams, Walls, Footings, and Potentially Wet Floors: Steel pipe or 18 gage (1.2 mm thick) galvanized steel.
C. Sealant: refer to Section 07 9200 – Joint Sealants.
PART 2 - PRODUCTS
2.1 PIPE HANGERS AND SUPPORTS
A. Manufacturers: Subject to compliance with project requirements, manufacturers offering Products which may be incorporated in the Work include the following:
1. Grinnell.
2. Elcen.
3. Fee and Mason.
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4. Kin-Line.
5. Michigan.
6. Unistrut.
7. Or approved equal.
B. Plumbing Piping - DWV:
1. Conform to ASTM F708.
2. Hangers for Pipe Sizes 1/2 to 1-1/2 Inch (13 to 38 mm): Malleable iron, adjustable swivel, split ring.
3. Hangers for Pipe Sizes 2 Inches (50 mm) and Over: Carbon steel, adjustable, clevis.
4. Multiple or Trapeze Hangers: Steel channels with welded spacers and hanger rods.
5. Wall Support for Pipe Sizes to 3 Inches (75 mm): Cast iron hook.
6. Wall Support for Pipe Sizes 4 Inches (100 mm) and Over: Welded steel bracket and wrought steel clamp.
7. Vertical Support: Steel riser clamp.
8. Floor Support: Cast iron adjustable pipe saddle, lock nut, nipple, floor flange, and concrete pier or steel support.
9. Copper Pipe Support: Carbon steel ring, adjustable, copper plated.
C. Plumbing Piping - Water:
1. Conform to ASTM F708.
2. Hangers for Pipe Sizes 1/2 to 1-1/2 Inch (13 to 38 mm): Malleable iron adjustable swivel, split ring.
3. Hangers for Cold Pipe Sizes 2 Inches (50 mm) and Over: Carbon steel, adjustable, clevis.
4. Hangers for Hot Pipe Sizes 2 to 4 Inches (50 to 100 mm): Carbon steel, adjustable, clevis.
5. Hangers for Hot Pipe Sizes 6 Inches (150 mm) and Over: Adjustable steel yoke, cast iron roll, double hanger.
6. Multiple or Trapeze Hangers: Steel channels with welded spacers and hanger rods.
7. Multiple or Trapeze Hangers for Hot Pipe Sizes 6 Inches (150 mm) and Over: Steel channels with welded spacers and hanger rods, cast iron roll.
8. Wall Support for Pipe Sizes to 3 Inches (76 mm): Cast iron hook.
9. Wall Support for Pipe Sizes 4 Inches (100 mm) and Over: Welded steel bracket and wrought steel clamp.
10. Wall Support for Hot Pipe Sizes 6 Inches (150 mm) and Over: Welded steel bracket and wrought steel clamp with adjustable steel yoke and cast iron roll.
11. Vertical Support: Steel riser clamp.
12. Floor Support for Cold Pipe: Cast iron adjustable pipe saddle, lock nut, nipple, floor flange, and concrete pier or steel support.
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13. Floor Support for Hot Pipe Sizes to 4 Inches (100 mm): Cast iron adjustable pipe saddle, lock nut, nipple, floor flange, and concrete pier or steel support.
14. Floor Support for Hot Pipe Sizes 6 Inches (150 mm) and Over: Adjustable cast iron roll and stand, steel screws, and concrete pier or steel support.
15. Copper Pipe Support: Carbon steel ring, adjustable, copper plated.
2.2 PIPE HANGER AND SUPPORT SCHEDULE
HANGER ROD
PIPE SIZE MAX. HANGER SPACING DIAMETER
Inches (mm) Feet (m) Inches (mm)
1/2 to 1-1/4 6.5 (2) 3/8 (9)
(12 to 32)
1-1/2 to 2 10 (3) 3/8 (9)
(38 to 50)
2-1/2 to 3 10 (3) 1/2 (13)
(62 to 75)
4 to 6 10 (3) 5/8 (15)
(100 to 150)
8 to 12 14 (4.25) 7/8 (22)
(200 to 300)
PVC (All Sizes) 6 (1.8) 3/8 (9)
C.I. Bell and
Spigot (or No-Hub) 5 (1.5) 1/2 (13)
and at Joints
2.3 PROTECTION OF ELECTRICAL EQUIPMENT
A. Plan and arrange overhead piping to avoid dedicated electrical space that may include motors, controllers, switchboards, panel boards, or similar equipment.
1. Dedicated electrical space is equal to the width and depth of the electrical components and extends from the floor to a height of 6 feet above the electrical components or to the structural ceiling, whichever is lower. No piping, leak detection apparatus, equipment, components or associated appurtenances foreign to the electrical installation shall be located in the dedicated electrical space.
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2. Dropped, suspended, or any other type of ceiling that does not add strength to the building structure cannot be provided as a separation between dedicated electrical spaces for the installation of foreign components within the dedicated electrical space.
B. Where the installation of foreign components occur above the dedicated electrical space (6 feet above the electrical systems), contractor shall provide a means of secondary containment to prevent damage to the electrical systems.
C. Secondary Containment Piping System
1. Piping system shall consist of clear unpigmented Polyvinyl Chloride pipe and fittings. The containment piping system shall be longitudinally split.
The pipe shall align via a tongue and groove and the fittings shall be manufactured in two halves.
2. The pipe and fitting shall be temporarily held together by clips affixed over top of integral fitting clip locators. Final system joining shall be provided by welding components together via an injection bonding process.
3. Final containment inspection shall be provided via a low pressure air test per manufacturer’s requirements.
2.4 DIELECTRIC FITTINGS
A. Dielectric unions shall be factory – fabricated assemblies with a minimum working pressure as required to suit system pressures.
B. Dielectric flanges shall be factory – fabricated, companion flange assemblies with a minimum working pressure as required to suit system pressures.
C. Dielectric flange kits shall be field – fabricated with a minimum working pressure as required to suit system pressures. Kit shall include flanges, full face type phenolic gasket, phenolic bolt sleeves, phenolic washers, and steel backing washers.
D. Dielectric couplings shall be galvanized steel with inert and noncorrosive, thermoplastic lining, threaded ends and a minimum working pressure as required to suit system pressures.
E. Dielectric nipples shall be electroplated steel nipple with unert and noncorrosive, thermoplastic lining, plain, threaded, or grooved ends and a minimum working pressure as required to suit system pressures.
F. Acceptable Manufacturers:
1. Watts Industries
2. Zurn Industries
3. Sioux Chief Industries
4. Or approved equal.
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BASIC PLUMBING MATERIAL AND METHODS
MONTEBELLO SENIOR CENTER 22 0513 - 7
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PART 3 - EXECUTION
3.1 EXAMINATION
A. Section 01 7000 - Execution and Closeout Requirements: Verification of existing conditions before starting work.
B. Verification of Conditions: Verify that field measurements, surfaces, substrates and conditions are as required, and ready to receive Work.
C. Report in writing to the Engineer prevailing conditions that will adversely affect satisfactory execution of the Work of this Section. Do not proceed with Work until unsatisfactory conditions have been corrected and approved by the Engineer.
D. By beginning Work, Contractor accepts conditions and assumes responsibility for correcting unsuitable conditions encountered at no additional cost to the City.
3.2 INSTALLATION - GENERAL
A. Install in accordance with manufacturer's instructions.
B. The use of lead-containing solder for plumbing and plumbing fixtures is prohibited in the construction of this project.
3.3 INSTALLATION - PIPE HANGER AND SUPPORTS
A. Support horizontal piping as scheduled.
B. Install hangers to provide minimum 1/2-inch (13 mm) space between finished covering and adjacent work.
C. Place hangers within 12 inches (300 mm) of each horizontal elbow.
D. Use hangers with 1-1/2 inch (38 mm) minimum vertical adjustment.
E. Support horizontal cast iron pipe adjacent to each hub, with 5 feet (1.5 m) maximum spacing between hangers.
F. Where several pipes can be installed in parallel and at same elevation, provide multiple or trapeze hangers.
G. Support riser piping independently of connected horizontal piping.
H. Provide copper plated hangers and supports for copper piping.
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MONTEBELLO SENIOR CENTER 22 0513 - 8
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I. Design hangers for pipe movement without disengagement of supported pipe.
J. Prime coat exposed steel hangers and supports. Hangers and supports located in crawl spaces, pipe shafts, and suspended ceiling spaces are not considered exposed.
END OF SECTION
SECTION 22 0522
COMMON WORK RESULTS FOR PLUMBING
MONTEBELLO SENIOR CENTER 22 0522 - 1
REMODEL
PART 1 - GENERAL
1.1 SUMMARY
A. This section includes the following:
1. Piping materials and installation instructions common to most piping systems.
2. Dielectric fittings.
3. Mechanical sleeve seals.
4. Sleeves.
5. Escutcheons.
6. Plumbing demolition.
7. Equipment installation requirements common to equipment sections.
8. Supports and anchorages.
1.2 DEFINITIONS
A. Finished Spaces: Spaces other than plumbing and electrical equipment rooms, furred spaces, pipe chases, unheated spaces immediately below roof, spaces above ceilings, unexcavated spaces, crawlspaces, and tunnels.
B. Exposed, Interior Installations: Exposed to view indoors. Examples include finished occupied spaces and plumbing equipment rooms.
C. Exposed, Exterior Installations: Exposed to view outdoors or subject to outdoor ambient temperatures and weather conditions. Examples include rooftop locations.
D. Concealed, Interior Installations: Concealed from view and protected from physical contact by building occupants. Examples include above ceilings and in chases.
E. Concealed, Exterior Installations: Concealed from view and protected from weather conditions and physical contact by building occupants but subject to outdoor ambient temperatures. Examples include installations within unheated shelters.
PART 2 - PRODUCTS
2.1 PIPE, TUBE, AND FITTINGS
A. ASME B1.20.1 for factory-threaded pipe and pipe fittings.
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2.2 JOINING MATERIALS
A. Refer to individual Division 22 piping Sections for special joining materials not listed below.
B. Pipe-Flange Gasket Materials: ASME B16.21, nonmetallic, flat, asbestosfree, 1/8-inch (3.2-mm) maximum thickness unless thickness or specific material is indicated.
C. Plastic, Pipe-Flange Gasket, Bolts, and Nuts: Type and material recommended by piping system manufacturer, unless otherwise indicated.
D. Solder Filler Metals: ASTM B 32, lead-free alloys. Include water-flushable flux according to ASTM B 813.
E. Brazing Filler Metals: AWS A5.8, BCuP Series or BAg1, unless otherwise indicated.
F. Welding Filler Metals: Comply with AWS D10.12.
G. Solvent Cements for Joining Plastic Piping:
1. ABS Piping: ASTM D 2235.
2. CPVC Piping: ASTM F 493.
3. PVC Piping: ASTM D 2564. Include primer according to ASTM F 656.
4. PVC to ABS Piping Transition: ASTM D 3138.
2.3 DIELECTRIC FITTINGS
A. Description: Combination fitting of copper alloy and ferrous materials with threaded, solder-joint, plain, or weld-neck end connections that match piping system materials.
B. Insulating Material: Suitable for system fluid, pressure, and temperature.
C. Dielectric Unions: Factory-fabricated, union assembly, for 250-psig (1725- kPa) minimum working pressure at 180 deg F (82 deg C).
D. Dielectric Flanges: Factory-fabricated, companion-flange assembly, for 150- or 300-psig (1035- or 2070-kPa) minimum working pressure as required to suit system pressures.
E. Dielectric Couplings: Galvanized-steel coupling with inert and noncorrosive, thermoplastic lining; threaded ends; and 300-psig (2070- kPa) minimum working pressure at 225 deg F (107 deg C).
F. Dielectric Nipples: Electroplated steel nipple with inert and noncorrosive, thermoplastic lining; plain, threaded, or grooved ends; and 300-psig (2070-kPa) minimum working pressure at 225 deg F (107 deg C).
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2.4 MECHANICAL SLEEVE SEALS
A. Description: Modular sealing element unit, designed for field assembly, to fill annular space between pipe and sleeve.
B. Sealing Elements: EPDM NBR interlocking links shaped to fit surface of pipe. Include type and number required for pipe material and size of pipe.
C. Pressure Plates: Carbon steel Include two for each sealing element.
D. Connecting Bolts and Nuts: Carbon steel with corrosion-resistant coating of length required to secure pressure plates to sealing elements. Include one for each sealing element.
2.5 SLEEVES
A. Galvanized-Steel Sheet: 0.0239-inch (0.6-mm) minimum thickness; round tube closed with welded longitudinal joint.
B. Steel Pipe: ASTM A 53, Type E, Grade B, Schedule 40, galvanized, plain ends.
C. Cast Iron: Cast or fabricated "wall pipe" equivalent to ductile-iron pressure pipe, with plain ends and integral waterstop, unless otherwise indicated.
D. Stack Sleeve Fittings: Manufactured, cast-iron sleeve with integral clamping flange. Include clamping ring and bolts and nuts for membrane flashing.
1. Underdeck Clamp: Clamping ring with set screws.
E. Molded PVC: Permanent, with nailing flange for attaching to wooden forms.
F. PVC Pipe: ASTM D 1785, Schedule 40.
G. Molded PE: Reusable, PE, tapered-cup shaped, and smooth-outer surface with nailing flange for attaching to wooden forms.
2.6 ESCUTCHEONS
A. Description: Manufactured wall and ceiling escutcheons and floor plates, with an ID to closely fit around pipe, tube, and insulation of insulated piping and an OD that completely covers opening.
B. One-Piece, Deep-Pattern Type: Deep-drawn, box-shaped brass with polished chrome-plated finish.
C. Split-Casting, Cast-Brass Type: With concealed hinge and set screw.
1. Finish: Polished chrome-plated.
PART 3 - EXECUTION
3.1 PLUMBING DEMOLITION
A. Refer to Division 01 Section "Cutting and Patching" and Division 02 Section "Selective Structure Demolition" for general demolition requirements and procedures.
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B. Disconnect, demolish, and remove plumbing systems, equipment, and components indicated to be removed.
1. Piping to Be Removed: Remove portion of piping indicated to be removed and cap or plug remaining piping as required with same or compatible piping material.
2. Piping to Be Abandoned in Place: Drain piping and cap or plug piping with same or compatible piping material.
3. Equipment to Be Removed: Disconnect and cap services and remove equipment.
C. If pipe, insulation, or equipment to remain is damaged in appearance or is unserviceable, remove damaged or unserviceable portions and replace with new products of equal capacity and quality.
3.2 PIPING SYSTEMS – COMMON REQUIREMENTS
A. Install piping according to the following requirements and Division 22 Sections specifying piping systems.
B. Drawing plans, schematics, and diagrams indicate general location and arrangement of piping systems. Indicated locations and arrangements were used to size pipes and calculate friction loss, expansion, pump sizing, and other design considerations. Install piping as indicated unless deviations to layout are approved on Coordination Drawings.
C. Install piping in concealed locations, unless otherwise indicated and except in equipment rooms and service areas.
D. Install piping indicated to be exposed and piping in equipment rooms and service areas at right angles or parallel to building walls. Diagonal runs are prohibited unless specifically indicated otherwise.
E. Install piping above accessible ceilings to allow sufficient space for ceiling panel removal.
F. Install piping to permit valve servicing.
G. Install piping at indicated slopes.
H. Install piping free of sags and bends.
I. Install fittings for changes in direction and branch connections.
J. Install piping to allow application of insulation.
K. Select system components with pressure rating equal to or greater than system operating pressure.
L. Install escutcheons for penetration of walls, ceilings, and floors.
M. Install sleeves for pipes passing through concrete and masonry walls, gypsum-board partitions, and concrete floor and roof slabs.
N. Aboveground, Exterior-Wall Pipe Penetrations: Seal penetrations using sleeves and mechanical sleeve seals. Select sleeve size to allow for 1- inch (25-mm) annular clear space between pipe and sleeve for installing mechanical sleeve seals.
1. Install steel pipe for sleeves smaller than 6 inches (150 mm) in diameter.
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2. Mechanical Sleeve Seal Installation: Select type and number of sealing elements required for pipe material and size. Position pipe in center of sleeve. Assemble mechanical sleeve seals and install them in annular space between pipe and sleeve. Tighten bolts against pressure plates that cause sealing elements to expand and make watertight seal.
O. Underground, Exterior-Wall Pipe Penetrations: Install cast-iron "wall pipes" for sleeves. Seal pipe penetrations using mechanical sleeve seals. Select sleeve size to allow for 1-inch (25-mm) annular clear space between pipe and sleeve for installing mechanical sleeve seals.
1. Mechanical Sleeve Seal Installation: Select type and number of sealing elements required for pipe material and size. Position pipe in center of sleeve. Assemble mechanical sleeve seals and install them in annular space between pipe and sleeve. Tighten bolts against pressure plates that cause sealing elements to expand and make watertight seal.
P. Verify final equipment locations for roughing-in.
Q. Refer to equipment specifications in other Sections of these Specifications for roughing-in requirements.
3.3 PIPING JOINT CONSTRUCTION
A. Join pipe and fittings according to the following requirements and Division 22 Sections specifying piping systems.
B. Ream ends of pipes and tubes and remove burrs. Bevel plain ends of steel pipe.
C. Remove scale, slag, dirt, and debris from inside and outside of pipe and fittings before assembly.
D. Soldered Joints: Apply ASTM B 813, water-flushable flux, unless otherwise indicated, to tube end. Construct joints according to ASTM B 828 or CDA's "Copper Tube Handbook," using lead-free solder alloy complying with ASTM B 32.
E. Brazed Joints: Construct joints according to AWS's "Brazing Handbook," "Pipe and Tube" Chapter, using copper-phosphorus brazing filler metal complying with AWS A5.8.
F. Threaded Joints: Thread pipe with tapered pipe threads according to ASME B1.20.1. Cut threads full and clean using sharp dies. Ream threaded pipe ends to remove burrs and restore full ID. Join pipe fittings and valves as follows:
1. Apply appropriate tape or thread compound to external pipe threads unless dry seal threading is specified.
2. Damaged Threads: Do not use pipe or pipe fittings with threads that are corroded or damaged. Do not use pipe sections that have cracked or open welds.
G. Welded Joints: Construct joints according to AWS D10.12, using qualified processes and welding operators according to Part 1 "Quality Assurance" Article.
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H. Flanged Joints: Select appropriate gasket material, size, type, and thickness for service application. Install gasket concentrically positioned.
Use suitable lubricants on bolt threads.
I. Plastic Piping Solvent-Cement Joints: Clean and dry joining surfaces. Join pipe and fittings according to the following:
1. Comply with ASTM F 402, for safe-handling practice of cleaners, primers, and solvent cements.
2. ABS Piping: Join according to ASTM D 2235 and ASTM D 2661 Appendixes.
3. CPVC Piping: Join according to ASTM D 2846/D 2846M Appendix.
4. PVC Pressure Piping: Join schedule number ASTM D 1785, PVC pipe and PVC socket fittings according to ASTM D 2672. Join other-thanschedule-number PVC pipe and socket fittings according to ASTM D 2855.
5. PVC Nonpressure Piping: Join according to ASTM D 2855.
6. PVC to ABS Nonpressure Transition Fittings: Join according to ASTM D 3138 Appendix.
J. Plastic Pressure Piping Gasketed Joints: Join according to ASTM D 3139.
K. Plastic Nonpressure Piping Gasketed Joints: Join according to ASTM D 3212.
L. PE Piping Heat-Fusion Joints: Clean and dry joining surfaces by wiping with clean cloth or paper towels. Join according to ASTM D 2657.
1. Plain-End Pipe and Fittings: Use butt fusion.
2. Plain-End Pipe and Socket Fittings: Use socket fusion.
M. Fiberglass Bonded Joints: Prepare pipe ends and fittings, apply adhesive, and join according to pipe manufacturer's written instructions.
3.4 PIPING CONNECTIONS
A. Make connections according to the following, unless otherwise indicated:
1. Install unions, in piping NPS 2 (DN 50) and smaller, adjacent to each valve and at final connection to each piece of equipment.
2. Install flanges, in piping NPS 2-1/2 (DN 65) and larger, adjacent to flanged valves and at final connection to each piece of equipment.
3. Dry Piping Systems: Install dielectric unions and flanges to connect piping materials of dissimilar metals.
4. Wet Piping Systems: Install dielectric coupling and nipple fittings to connect piping materials of dissimilar metals.
3.5 EQUIPMENT INSTALLATION – COMMON REQUIREMENTS
A. Install equipment to allow maximum possible headroom unless specific mounting heights are not indicated.
B. Install equipment level and plumb, parallel, and perpendicular to other building systems and components in exposed interior spaces, unless otherwise indicated.
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C. Install plumbing equipment to facilitate service, maintenance, and repair or replacement of components. Connect equipment for ease of disconnecting, with minimum interference to other installations. Extend grease fittings to accessible locations.
D. Install equipment to allow right of way for piping installed at required slope.
3.6 ERECTION OF WOOD SUPPORTS AND ANCHORAGES
A. Cut, fit, and place wood grounds, nailers, blocking, and anchorages to support, and anchor plumbing materials and equipment.
B. Select fastener sizes that will not penetrate members if opposite side will be exposed to view or will receive finish materials. Tighten connections between members. Install fasteners without splitting wood members.
C. Attach to substrates as required to support applied loads.
END OF SECTION
SECTION 22 1116
DOMESTIC WATER PIPING
MONTEBELLO SENIOR CENTER 22 1116 - 1
REMODEL
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Aboveground domestic water pipes, tubes, fittings, and valve above grade and inside the building.
2. Valves.
3. Dielectric Fittings.
4. Escutcheons.
1.2 SUBMITTALS
A. Product Data: For each type of product indicated.
B. Field quality-control reports.
1.3 QUALITY ASSURANCE
A. Piping materials shall bear label, stamp, or other markings of specified testing agency.
B. Comply with NSF 61 for potable domestic water piping and components.
PART 2 - PRODUCTS
2.1 COPPER TUBE AND FITTINGS
A. Hard Copper Tube: ASTM B 88, Type L water tube, drawn temper.
1. Wrought-Copper Solder-Joint Fittings: ASME B16.22, wrought-copper pressure fittings.
2. Bronze Flanges: ASME B16.24, Class 150, with solder-joint ends.
3. Copper Unions: MSS SP-123, cast-copper-alloy, hexagonal-stock body, with ball-and-socket, metal-to-metal seating surfaces, and solder-joint ends.
2.2 PIPING JOINING MATERIALS
A. Metal, Pipe-Flange Bolts and Nuts: ASME B18.2.1, carbon steel unless otherwise indicated.
B. Solder Filler Metals: ASTM B 32, lead-free alloys. Include water-flushable flux according to ASTM B 813.
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2.3 BALL VALVES
A. Manufacturers:
1. Grinnell Corporation.
2. Other acceptable manufacturers offering equivalent products. a. Hammond Valve.
b. Milwaukee Valve Company.
c. Red-White Valve Corporation.
d. NIBCO.
e. Apollo.
f. Or equal.
B. Up to 2 Inches: Bronze two-piece body, stainless or chrome plated steel ball, Teflon seats and stuffing box ring, lever handle solder or threaded ends. Note:
Three-piece valves are recommended up to 3”. Extended handle stem for insulated pipes.
C. Over 2 Inches: Cast steel body, chrome plated steel ball, Teflon seat and stuffing box seals, lever handle, flanged.
D. Full port, all sizes.
2.4 DIELECTRIC FITTINGS
A. General Requirements: Assembly of copper alloy and ferrous materials or ferrous material body with separating nonconductive insulating material suitable for system fluid, pressure, and temperature.
B. Dielectric Unions:
1. Description:
a. Pressure Rating: 150 psig at 180 deg F.
b. End Connections: Solder-joint copper alloy and threaded ferrous.
2.5 ESCUTCHEONS
A. General: Manufactured ceiling, floor, and wall escutcheons and floor plates.
B. One Piece, Cast Brass: Polished, chrome-plated finish with setscrews.
PART 3 - EXECUTION
3.1 PIPING INSTALLATION
A. Drawing plans, schematics, and diagrams indicate general location and arrangement of domestic water piping. Indicated locations and arrangements are used to size pipe and calculate friction loss, expansion, and other design conPage 546 of 1206 SECTION 22 1116
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siderations. Install piping as indicated unless deviations to layout are approved on Coordination Drawings.
B. Install copper tubing under building slab according to CDA's "Copper Tube Handbook."
C. Install domestic water piping level and plumb.
D. Install piping concealed from view and protected from physical contact by building occupants unless otherwise indicated.
E. Install nipples, unions, special fittings, and valves with pressure ratings the same as or higher than system pressure rating used in applications below unless otherwise indicated.
F. Install piping free of sags and bends.
G. Install fittings for changes in direction and branch connections.
3.2 JOINT CONSTRUCTION
A. Ream ends of pipes and tubes and remove burrs. Bevel plain ends of steel pipe.
B. Remove scale, slag, dirt, and debris from inside and outside of pipes, tubes, and fittings before assembly.
C. Soldered Joints: Apply ASTM B 813, water-flushable flux to end of tube. Join copper tube and fittings according to ASTM B 828 or CDA's "Copper Tube Handbook."
D. Dissimilar-Material Piping Joints: Make joints using adapters compatible with materials of both piping systems.
3.3 DIELECTRIC FITTING INSTALLATION
A. Install dielectric fittings in piping at connections of dissimilar metal piping and tubing.
B. Dielectric Fittings for NPS 2 and Smaller: Use dielectric unions.
C. Dielectric Fittings for NPS 2-1/2 to NPS 64: Use dielectric flanges or flange kits.
3.4 ESCUTCHEON INSTALLATION
A. Install escutcheons for penetrations of walls, ceilings, and floors.
B. Escutcheons for New Piping:
SECTION 22 1116
DOMESTIC WATER PIPING
MONTEBELLO SENIOR CENTER 22 1116 - 4
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1. Piping with Fitting or Sleeve Protruding from Wall: One-piece, deep pattern.
2. Bare Piping at Wall and Floor Penetrations in Finished Spaces: One piece, cast brass with polished chrome-plated finish.
3.5 FIELD QUALITY CONTROL
A. Perform tests and inspections.
B. Piping Inspections:
1. Do not enclose, cover, or put piping into operation until it has been inspected and approved by authorities having jurisdiction.
2. During installation, notify authorities having jurisdiction at least one day before inspection must be made. Perform tests specified below in presence of authorities having jurisdiction:
a. Roughing-in Inspection: Arrange for inspection of piping before concealing or closing-in after roughing-in and before setting fixtures. b. Final Inspection: Arrange final inspection for authorities having jurisdiction to observe tests specified below and to ensure compliance with requirements.
3. Reinspection: If authorities having jurisdiction find that piping will not pass tests or inspections, make required corrections and arrange for reinspection.
4. Reports: Prepare inspection reports and have them signed by authorities having jurisdiction.
C. Piping Tests:
1. Fill domestic water piping. Check components to determine that they are not air bound and that piping is full of water.
2. Test for leaks and defects in new piping and parts of existing piping that have been altered, extended, or repaired. If testing is performed in segments, submit a separate report for each test, complete with diagram of portion of piping tested.
3. Leave new, altered, extended, or replaced domestic water piping uncovered and unconcealed until it has been tested and approved. Expose work that was covered or concealed before it was tested.
4. Cap and subject piping to static water pressure of 50 psig above operating pressure, without exceeding pressure rating of piping system materials.
Isolate test source and allow to stand for four hours. Leaks and loss in test pressure constitute defects that must be repaired.
5. Repair leaks and defects with new materials and retest piping or portion thereof until satisfactory results are obtained.
6. Prepare reports for tests and for corrective action required.
D. Domestic water piping will be considered defective if it does not pass tests and inspections.
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DOMESTIC WATER PIPING
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E. Prepare test and inspection reports.
3.6 CLEANING
A. Clean and disinfect potable domestic water piping as follows:
1. Purge new piping and parts of existing piping that have been altered, extended, or repaired before using.
2. Use purging and disinfecting procedures prescribed by authorities having jurisdiction; if methods are not prescribed, use procedures described in either AWWA C651 or AWWA C652 or follow procedures described below:
a. Flush piping system with clean, potable water until dirty water does not appear at outlets.
b. Fill and isolate system according to either of the following:
1) Fill system or part thereof with water/chlorine solution with at least 50 ppm of chlorine. Isolate with valves and allow to stand for 24 hours.
2) Fill system or part thereof with water/chlorine solution with at least 200 ppm of chlorine. Isolate and allow to stand for three hours.
c. Flush system with clean, potable water until no chlorine is in water coming from system after the standing time.
d. Submit water samples in sterile bottles to authorities having jurisdiction. Repeat procedures if biological examination shows contamination.
B. Prepare and submit reports of purging and disinfecting activities.
C. Clean interior of domestic water piping system. Remove dirt and debris as work progresses.
END OF SECTION
SECTION 22 1319
SANITARY WASTE PIPING SPECIALTIES
MONTEBELLO SENIOR CENTER 22 1319 - 1
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PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes the following sanitary drainage piping specialties:
1. Cleanouts.
2. Floor drains.
3. Miscellaneous sanitary drainage piping specialties.
4. Flashing materials.
1.2 SUBMITTALS
A. Product Data: For each type of product indicated.
1.3 QUALITY ASSURANCE
A. Drainage piping specialties shall bear label, stamp, or other markings of specified testing agency.
PART 2 - PRODUCTS
2.1 CLEANOUTS
A. Cast-Iron Floor Cleanouts:
1. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:
a. Josam Company; Josam Div.
b. Oatey.
c. Sioux Chief Manufacturing Company, Inc.
d. Smith, Jay R. Mfg. Co.; Division of Smith Industries, Inc. e. Watts Drainage Products Inc.
f. Zurn Plumbing Products Group; Light Commercial Operation. g. Zurn Plumbing Products Group; Specification Drainage Operation.
2. Standard: ASME A112.36.2M for adjustable housing cleanout.
3. Size: Same as connected branch.
4. Closure: Brass plug with straight threads and gasket OR cast-iron plug.
5. Top Loading Classification: Light Duty.
6. Riser: ASTM A 74, Service class, cast-iron drainage pipe fitting and riser to clean out.
B. Cast-Iron Wall Cleanouts:
SECTION 22 1319
SANITARY WASTE PIPING SPECIALTIES
MONTEBELLO SENIOR CENTER 22 1319 - 2
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1. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:
a. Josam Company; Josam Div.
b. MIFAB, Inc.
c. Smith, Jay R. Mfg. Co.; Division of Smith Industries, Inc. d. Watts Drainage Products Inc.
e. Zurn Plumbing Products Group; Specification Drainage Operation.
2. Standard: ASME A112.36.2M. Include wall access.
3. Size: Same as connected drainage piping.
4. Closure Plug Size: Same as or not more than one size smaller than cleanout size.
5. Wall Access: Round, flat, chrome-plated brass or stainless-steel cover plate with screw.
2.2 FLOOR DRAINS
A. Cast-Iron Floor Drains:
1. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:
a. Smith, Jay R. Mfg. Co.; Division of Smith Industries, Inc. b. Commercial Enameling Co.
c. Josam Company; Josam Div.
d. MIFAB, Inc.
e. Prier Products, Inc.
f. Watts Drainage Products Inc.
g. Zurn Plumbing Products Group; Light Commercial Operation. h. Zurn Plumbing Products Group; Specification Drainage Operation.
2. Standard: ASME A112.6.3 with backwater valve, if specified.
3. Body Material: Gray iron.
4. Backwater Valve: Integral, ASME A112.14.1, swing-check type, if required.
5. Coating on Interior and Exposed Exterior Surfaces: Acid-resistant enamel, where required, as specified.
6. Sediment Bucket: as specified.
7. Top or Strainer Material: Nickel bronze.
8. Top of Body and Strainer Finish: Rough bronze.
9. Top Shape: Round.
10. Top Loading Classification: Light Duty.
11. Trap Primer Connection.
SECTION 22 1319
SANITARY WASTE PIPING SPECIALTIES
MONTEBELLO SENIOR CENTER 22 1319 - 3
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2.3 ACCESS PANEL
A. J. L. Industries, with cam lock closure.
B. Approved equal.
2.4 TRAP PRIMER
A. PPP, with multiple outlets.
B. Approved equal.
2.5 WATER HAMMER ARRESTOR
A. PPP.
B. Approved Equal.
2.6 MISCELLANEOUS SANITARY DRAINAGE PIPING SPECIALTIES
A. Air-Gap Fittings:
1. Standard: ASME A112.1.2, for fitting designed to ensure fixed, positive air gap between installed inlet and outlet piping.
2. Body: Bronze or cast iron.
3. Inlet: Opening in top of body.
4. Outlet: Larger than inlet.
5. Size: Same as connected waste piping and with inlet large enough for associated indirect waste piping.
B. Vent Caps:
1. Description: Cast-iron body with threaded or hub inlet and vandal-proof design. Include vented hood and setscrews to secure to vent pipe.
2. Size: Same as connected stack vent or vent stack.
2.7 FLASHING MATERIALS
A. Lead Sheet: ASTM B 749, Type L51121, copper bearing, with the following minimum weights and thicknesses, unless otherwise indicated:
1. General Use: 6-lb/sq. ft., 0.0938-inch thickness.
B. Fasteners: Metal compatible with material and substrate being fastened.
C. Metal Accessories: Sheet metal strips, clamps, anchoring devices, and similar accessory units required for installation; matching or compatible with material being installed.
D. Solder: ASTM B 32, lead-free alloy.
SECTION 22 1319
SANITARY WASTE PIPING SPECIALTIES
MONTEBELLO SENIOR CENTER 22 1319 - 4
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E. Bituminous Coating: SSPC-Paint 12, solvent-type, bituminous mastic.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Refer to Division 22 for piping joining materials, joint construction, and basic installation requirements.
B. Install cleanouts in aboveground piping according to the following, unless otherwise indicated:
1. Size same as drainage piping up to NPS 4. Use NPS 4 for larger drainage piping unless larger cleanout is indicated.
2. Locate at each change in direction of piping greater than 45 degrees.
3. Locate at minimum intervals of 50 feet for piping NPS 4 and smaller and 100 feet for larger piping.
C. For floor cleanouts for piping below floors, install cleanout deck plates with top flush with finished floor.
D. For cleanouts located in concealed piping, install cleanout wall access covers, of types indicated, with frame and cover flush with finished wall.
E. Install floor drains at low points of surface areas to be drained. Set grates of drains flush with finished floor, unless otherwise indicated.
1. Position floor drains for easy access and maintenance.
2. Set floor drains below elevation of surrounding finished floor to allow floor drainage. Set with grates depressed according to the following drainage area radii:
a. Radius, 30 Inches or Less: Equivalent to 1 percent slope, but not less than 1/4-inch total depression.
b. Radius, 30 to 60 Inches: Equivalent to 1 percent slope. c. Radius, 60 Inches or Larger: Equivalent to 1 percent slope, but not greater than 1-inch total depression.
3. Install floor-drain flashing collar or flange so no leakage occurs between drain and adjoining flooring. Maintain integrity of waterproof membranes where penetrated.
4. Install individual traps for floor drains connected to sanitary building drain, unless otherwise indicated.
F. Install flashing fittings on sanitary stack vents and vent stacks that extend through roof.
G. Install floor-drain, trap-seal primer fittings on inlet to floor drains that require trap-seal primer connection.
1. Exception: Fitting may be omitted if trap has trap-seal primer connection.
2. Size: Same as floor drain inlet.
SECTION 22 1319
SANITARY WASTE PIPING SPECIALTIES
MONTEBELLO SENIOR CENTER 22 1319 - 5
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H. Install air-gap fittings on draining indirect-waste piping discharge into sanitary drainage system.
I. Install vent caps on each vent pipe passing through roof.
J. Install escutcheons at wall, floor, and ceiling penetrations in exposed finished locations and within cabinets and millwork. Use deep-pattern escutcheons if required to conceal protruding pipe fittings.
3.2 CONNECTIONS
A. Piping installation requirements are specified in other Division 22 Sections.
Drawings indicate general arrangement of piping, fittings, and specialties.
B. Install piping adjacent to equipment to allow service and maintenance.
3.3 FLASHING INSTALLATION
A. Install sheet flashing on pipes, sleeves, and specialties passing through or embedded in floors and roofs with waterproof membrane.
1. Pipe Flashing: Sleeve type, matching pipe size, with minimum length of 10 inches, and skirt or flange extending at least 8 inches around pipe.
2. Sleeve Flashing: Flat sheet, with skirt or flange extending at least 8 inches around sleeve.
B. Secure flashing into sleeve and specialty clamping ring or device.
C. Install flashing for piping passing through roofs with counterflashing or commercially made flashing fittings, according to Division 07 Section "Sheet Metal Flashing and Trim."
D. Extend flashing up vent pipe passing through roofs and turn down into pipe, or secure flashing into cast-iron sleeve having calking recess.
3.4 PROTECTION
A. Protect drains during remainder of construction period to avoid clogging with dirt or debris and to prevent damage from traffic or construction work.
B. Place plugs in ends of uncompleted piping at end of each day or when work stops.
END OF SECTION
SECTION 22 40 00
PLUMBING FIXTURES AND EQUIPMENT
MONTEBELLO SENIOR CENTER 22 40 00 - 1
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PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Access Panel.
2. Drinking Fountain
3. Floor Drain
4. Lavatory
5. Mop Sink
6. Trap Primer
7. Urinal
8. Water Closet
9. Water Hammer Arrestor
10. Water Heater
B. Related Documents: The Contract Documents, as defined in Section 01 10 00 - Summary of Work, apply to the Work of this Section. Additional requirements and information necessary to complete the Work of this Section may be found in other Documents.
C. Related Sections:
1. Section 07 92 00 - Joint Sealants: Seal fixtures to walls and floors.
2. Section 22 05 00 - Plumbing
1.2 REFERENCES
A. American Society of Mechanical Engineers (ASME):
1. ASME A112.18.1 - Finished and Rough Brass Plumbing Fixture Fittings.
1.3 SUBMITTALS
A. Section 01 60 00 – Product Requirements, Product Data, and Samples:
Procedures for submittals.
1. Product Data:
a. Product Data: Provide catalogue illustrations of fixtures, sizes, rough-in dimensions, utility sizes, trim, and finishes. b. Provide submittals for all fixtures and equipment, and all associated trim and hardware.
B. Section 01 78 00 – Closeout Submittals and 01 79 00 - Demonstration and Training: Procedures for closeout submittals.
1. Project Record Documents: Accurately record the following:
a. Operation and Maintenance Data: Include fixture trim exploded view and replacement parts lists.
SECTION 22 40 00
PLUMBING FIXTURES AND EQUIPMENT
MONTEBELLO SENIOR CENTER 22 40 00 - 2
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1.4 DELIVERY, STORAGE, AND HANDLING
A. Section 01 60 00 – Product Requirements: Transport, handle, store, and protect Products.
B. Only accept fixtures on site in factory packaging. Inspect for damage.
C. Protect installed fixtures from damage by securing areas and by leaving factory packaging in place to protect fixtures and prevent use.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Subject to compliance with project requirements, manufacturers offering Products which may be incorporated in the Work include the following:
1. Drinking Fountain:
a. Haws.
b. Or approved equal.
2. Floor Drain:
a. J. R. Smith.
b. Or approved equal.
3. Lavatory:
a. American Standard.
b. Or approved equal.
4. Mop Sink:
a. American Standard
d. Or approved equal.
5. Trap Primer:
a. Precision Plumbing Producers (PPP).
b. Or approved equal.
6. Urinal:
a. American Standard.
b. Or approved equal.
7. Water Closet:
a. American Standard.
b. Or approved equal.
8. Faucet (for Lavatory, Mop Sink):
a. American Standard.
b. Kohler.
c. Or approved equal.
9. Water Hammer Arrestor:
a. Precision Plumbing Producers (PPP).
b. Or approved equal.
SECTION 22 40 00
PLUMBING FIXTURES AND EQUIPMENT
MONTEBELLO SENIOR CENTER 22 40 00 - 3
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10. Water Heater:
a. Rheem.
b. Bradford White
c. Or approved equal.
B. Furnish and install Products as indicated in Drawings.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Section 01 70 00 - Execution and Closeout Requirements: Verification of existing conditions before starting work.
B. Verification of Conditions: Verify that field measurements, surfaces, substrates and conditions are as required, and ready to receive Work.
1. Verify that walls and floor finishes are prepared and ready for installation of fixtures.
2. Verify that electric power is available and of the correct characteristics.
C. Report in writing to the Engineer prevailing conditions that will adversely affect satisfactory execution of the Work of this Section. Do not proceed with Work until unsatisfactory conditions have been corrected and approved by the Engineer.
D. By beginning Work, Contractor accepts conditions and assumes responsibility for correcting unsuitable conditions encountered at no additional cost to the City.
3.2 PREPARATION
A. Rough-in fixture piping connections in accordance with minimum sizes indicated in fixture rough-in schedule for particular fixtures.
3.3 INSTALLATION
A. Plumbing Fixtures:
1. Install in accordance with manufacturer's instructions.
2. Install each fixture with trap, easily removable for servicing and cleaning.
3. Provide chrome plated rigid or flexible supplies to fixtures with screwdriver stops, reducers, and escutcheons.
4. Install components level and plumb.
5. Install and secure fixtures in place with wall carriers and bolts.
6. Seal fixtures to wall and floor surfaces with sealant.
SECTION 22 40 00
PLUMBING FIXTURES AND EQUIPMENT
MONTEBELLO SENIOR CENTER 22 40 00 - 4
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7. Water Closets, Urinals and Lavatories: Provide adjustable cast iron fixture supports for all wall hung water closets, except where single vertical carriers in shallow walls occur.
8. The use of lead-containing solder for plumbing and plumbing fixtures is prohibited in the construction of this project.
B. Trap Primers
1. Install primers under sinks and/or lavatories, and behind access panels out of line of sight. Provide access panels
2. Trap primers to have approval of plumbing and drainage institute.
3. Install trap primers in accordance with manufacturer's recommendations.
C. Water Hammer Arrestor
1. Install in accordance with manufacturer's recommendations.
2. Pipe relief through fixed air gap and discharge to sewer.
3. Install adjacent to wall and/or floor utilizing stand-off brackets, angle frame, and/or concrete piers.
4. Test unit for leaks and pressure drop. Clean and/or replace soiled strainer media.
D. Protective Shielding Guards
1. Manufactured, plastic enclosure for covering hot- and cold-water supplies, trap and drain piping, and complying with ADA requirements and meeting ANSI code for barrier-free design. Provide at all accessible sinks and lavatories.
3.4 ADJUSTING
A. Refer to Specification Section 01 70 00 – Execution and Closeout Requirements.
B. Adjust stops or valves for intended water flow rate to fixtures without splashing, noise, or overflow.
3.5 CLEANING
A. At completion clean plumbing fixtures and equipment.
3.6 FIELD QUALITY CONTROL
A. Section 01 40 00 - Quality Requirements: Field testing and inspection.
Payment for items of work covered under Division 22 of the plans and these specifications shall be based on the lump sum bid pricing identified in the Bid Schedule.
No additional compensation will be allowed.
END OF SECTION
SECTION 23 05 00
COMMON WORK RESULTS FOR HVAC
MONTEBELLO SENIOR CENTER 23 05 00 - 1
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PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Basic mechanical methods.
2. Supports and anchors.
B. Related Documents: The Contract Documents, as defined in Section 011000 - Summary of Work, apply to the Work of this Section. Additional requirements and information necessary to complete the Work of this Section may be found in other Documents.
1.2 SUBMITTALS
A. Procedures for closeout submittals.
1. Project Record Documents: Accurately record the following:
a. Provide test and balance report.
1.3 QUALITY ASSURANCE
A. Regulatory Requirements:
1. Conform to applicable local code for support of ductwork.
1.4 BASIC MECHANICAL METHODS
A. Comply with manufacturer's published instructions for delivery, storage, protection, installation, and materials.
B. When equipment is operable, and it is to the advantage of the Contractor to operate the equipment, he may do so provided that he properly supervises the operation, and retains full responsibility for the equipment operated.
Regardless of whether or not the equipment has or has not been operated, the Contractor shall properly clean the equipment, install new filter media, make all required adjustments, and complete all punch list items before final acceptance by the representative of the owner.
C. Install equipment and materials to provide required access for servicing and maintenance. Coordinate the final location of concealed equipment and devices requiring access with final location of required access panels and doors. Allow ample space for removal of all parts that require replacement or servicing.
SECTION 23 05 00
COMMON WORK RESULTS FOR HVAC
MONTEBELLO SENIOR CENTER 23 05 00 - 2
REMODEL
D. Where mounting heights are not detailed or dimensioned, install mechanical services and overhead equipment to provide the maximum headroom possible.
E. Items exposed (in areas without ceilings) shall be installed in a neat, orderly manner. Elements shall be perpendicular and parallel to building lines.
F. In those conditions where ductwork is exposed in finished areas, careful craftsmanship and only the highest standards of installation will be acceptable.
All routing of exposed ducts, pipes, conduits, shall be approved in advance by the State Representative prior to installation.
G. Drawings and Specifications:
1. The Drawings indicate the general arrangement of systems and are to be followed insofar as possible. If deviations from the layout are necessitated by field conditions, detailed layouts of the proposed departures shall be submitted in writing to the Owner’s Representative, for approval before proceeding with the work.
2. This Contractor shall make all his own measurements in the field and shall be responsible for correct fitting. Contractor shall coordinate this work with all other branches in such a manner as to cause a minimum of conflict or delay.
3. Where any work is so placed as to cause or contribute to a conflict it shall be readjusted at the expense of the Contractor causing the conflict. The decision shall be final in regard to the arrangement of ducts, piping, etc., where conflict arises.
4. Where offsets in systems are required to complete the installation, or for the proper operation of the system, these shall be deemed to be included in the Contract.
5. Significant deviations from Drawings must be approved by the Engineer of Record.
H. Locations:
1. Mechanical layouts indicated on drawings are diagrammatic. Exact locations of ducts, pipes, and equipment may vary because of conflicts with work of other trades. Work out conflicts where relocations will not affect operation or appearance of systems.
2. Locate equipment requiring periodic servicing so that it is readily accessible. Do not back up service sides to walls, nor place it too close to other equipment to make service impractical.
SECTION 23 05 00
COMMON WORK RESULTS FOR HVAC
MONTEBELLO SENIOR CENTER 23 05 00 - 3
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PART 2 - PRODUCTS
2.1 SLEEVES AND SEALS
A. Sleeves for Round Ductwork: Galvanized steel.
B. Sleeves for Rectangular Ductwork: Galvanized steel or wood.
C. Sealant: refer to Section 07 92 00.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Verification of Conditions: Verify that field measurements, surfaces, substrates and conditions are as required, and ready to receive Work.
B. Report in writing to State Representative prevailing conditions that will adversely affect satisfactory execution of the Work of this Section. Do not proceed with Work until unsatisfactory conditions have been corrected.
C. By beginning Work, Contractor accepts conditions and assumes responsibility for correcting unsuitable conditions encountered at no additional cost to the State.
3.2 INSTALLATION - GENERAL
A. Install in accordance with manufacturer's instructions.
B. The use of lead-containing solder for plumbing and plumbing fixtures is prohibited in the construction of this project.
END OF SECTION
SECTION 23 0593
TESTING, ADJUSTING AND BALANCING FOR HVAC
MONTEBELLO SENIOR CENTER 23 0593 - 1
REMODEL
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Testing, adjustment, and balancing of air systems.
2. Measurement of final operating condition of HVAC systems.
B. Related Documents: The Contract Documents, as defined in Section 01 1000 - Summary of Work, apply to the Work of this Section. Additional requirements and information necessary to complete the Work of this Section may be found in other Documents.
1.2 REFERENCES
A. Associated Air Balance Council (AABC):
1. AABC - National Standards for Total System Balance.
B. National Environmental Balancing Bureau (NEBB).
1. Deemed acceptable in lieu of AABC, all accounts.
1.3 SUBMITTALS
A. Section 01 3300 - Submittal Procedures: Procedures for submittals.
1. Assurance/Control Submittals:
a. Test Reports: Submit the following reports directly to Owner’s Representative from Testing Laboratory, with copy to Contractor.
Prepare reports in conformance with Section 01 4000 - Quality Requirements:
1) Indicate deficiencies in systems that would prevent proper testing, adjusting, and balancing of systems and equipment to achieve specified performance.
2) Submit draft copies of report for review prior to final acceptance of Project. Provide final copies for inclusion in operating and maintenance manuals.
3) Provide reports in binder manuals, complete with index page and indexing tabs, with cover identification at front and side.
Include set of reduced drawings with air outlets and equipment identified to correspond with data sheets, and indicating thermostat locations.
4) Indicate data on AABC National Standards for Total System Balance forms.
SECTION 23 0593
TESTING, ADJUSTING AND BALANCING FOR HVAC
MONTEBELLO SENIOR CENTER 23 0593 - 2
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b. Certificates: Manufacturer's certificate that Products meet or exceed specified requirements.
c. Qualification Documentation: Submit documentation of experience indicating compliance with specified qualification requirements.
1.4 QUALITY ASSURANCE
A. Qualifications:
1. Company specializing in testing, adjusting, and balancing of specified with minimum 5 years documented experience. Company to be certified by one of the following.
a. AABC Certified Independent Testing and Balancing Agency. b. National Environmental Balancing Bureau Certified Independent Agency. (NEBB).
B. Certification: Certify the testing, adjusting, and balancing field data reports.
C. Testing, Adjusting, and Balancing Reports: Use testing, adjusting, and balancing Agent’s standard forms.
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION
3.1 EXAMINATION
A. Verify that systems are complete and operable before commencing work.
Ensure the following conditions:
1. Systems are started and operating in a safe and normal condition.
2. Temperature control systems are installed complete and operable.
3. Proper thermal overload protection is in place for electrical equipment.
4. Final filters are clean and in place. If required, install temporary media in addition to final filters.
5. Duct systems are clean of debris.
6. Fans are rotating correctly.
7. Fire and volume dampers are in place and open.
8. Air coil fins are cleaned and combed.
9. Access doors are closed and duct end caps are in place.
10. Air outlets are installed and connected.
11. Duct system leakage is minimized.
SECTION 23 0593
TESTING, ADJUSTING AND BALANCING FOR HVAC
MONTEBELLO SENIOR CENTER 23 0593 - 3
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3.2 PREPARATION
A. Provide instruments required for testing, adjusting, and balancing operations.
Make instruments available to Owner’s Representative to facilitate spot checks during testing.
B. Provide additional balancing instruments as required.
3.3 INSTALLATION TOLERANCES
A. Air Handling Systems: Adjust to within plus or minus 5 percent of design for supply systems and plus or minus 10 percent of design for return and exhaust systems.
B. Air Outlets and Inlets: Adjust total to within plus 10 percent and minus 5 percent of design to space. Adjust outlets and inlets in space to within plus or minus 10 percent of design.
3.4 ADJUSTING
A. Ensure recorded data represents actual measured or observed conditions.
B. Permanently mark settings of valves, dampers, and other adjustment devices allowing settings to be restored. Set and lock memory stops.
C. After adjustment, take measurements to verify balance has not been disrupted or that such disruption has been rectified.
D. Leave systems in proper working order, replacing belt guards, closing access doors, closing doors to electrical switch boxes, and restoring thermostats to specified settings.
E. At final inspection, recheck random selections of data recorded in report.
Recheck points or areas as selected and witnessed by Owner’s Representative.
F. At said time, demonoperation of each piece of equipment and / or each system to Owner’s Representative. Provide written statement of operation at end of inspection.
G. Check and adjust systems approximately six months after final acceptance and submit report.
SECTION 23 0593
TESTING, ADJUSTING AND BALANCING FOR HVAC
MONTEBELLO SENIOR CENTER 23 0593 - 4
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3.5 AIR SYSTEM PROCEDURE
A. Adjust air handling and distribution systems to provide required or design supply, return, and exhaust air quantities. Perform this work with cooling system energized where applicable to obtain the extra resistance of wet coils.
B. Make air quantity measurements in ducts by Pitot tube traverse of entire crosssectional area of duct.
C. Measure air quantities at air inlets and outlets.
D. Adjust distribution system to obtain uniform space temperatures free from objectionable drafts and noise.
E. Use volume control devices to regulate air quantities only to extend that adjustments do not create objectionable air motion or sound levels. Effect volume control by duct internal devices.
F. Vary total system air quantities by adjustment of fan speeds. Provide drive changes required. Vary branch air quantities by damper regulation.
G. Provide system schematic with required and actual air quantities recorded at each outlet or inlet.
H. Measure static air pressure conditions on air supply units, including filter and coil pressure drops, and total pressure across the fan. Make allowances for 50 percent loading of filters.
I. Adjust outside air automatic dampers, outside air, return air, and exhaust dampers for design conditions.
J. Measure temperature conditions across outside air, return air, and exhaust dampers to check leakage.
K. Measure building static pressure and adjust supply, return, and exhaust air systems to demonstrate positive static pressure near the building entries.
L. Indoor Air Quality:
1. Pre-occupancy ventilation: Provide pre-occupancy ventilation prior to final testing, adjusting, and balancing of HVAC system.
END OF SECTION
SECTION 23 0713
DUCT INSULATION
MONTEBELLO SENIOR CENTER 23 0713 - 1
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1.1 SUMMARY
A. Section Includes:
1. Ductwork insulation.
2. Duct liner.
3. Insulation jackets.
B. Related Documents: The Contract Documents, as defined in Section 01 1000 - Summary of Work, apply to the Work of this Section. Additional requirements and information necessary to complete the Work of this Section may be found in other Documents.
1.2 REFERENCES
A. American Society for Testing and Materials (ASTM):
1. ASTM B209 - Aluminum and Aluminum-Alloy Sheet and Plate.
2. ASTM C177 - Steady-State Heat Flux Measurements and Thermal Transmission Properties by Means of the Guarded-Hot-Plate Apparatus.
3. ASTM C335 - Steady-State Heat Transfer Properties of Horizontal Pipe Insulation.
4. ASTM C518 - Steady-State Heat Flux Measurements and Thermal Transmission Properties by Means of the Heat Flow Meter Apparatus.
5. ASTM C534 - Preformed Flexible Elastomeric Cellular Thermal Insulation in Sheet and Tubular Form.
6. ASTM C547 - Mineral Fiber Pipe Insulation.
7. ASTM C553 - Mineral Fiber Blanket Thermal Insulation for Commercial and Industrial Applications.
8. ASTM C921 - Properties of Jacketing Materials for Thermal Insulation.
9. ASTM D1056 - Flexible Cellular Materials - Sponge or Expanded Rubber.
10. ASTM E84 2007 Edition - Surface Burning Characteristics of Building Materials.
11. ASTM E96 - Water Vapor Transmission of Materials.
B. National Fire Protection Association (NFPA):
1. NFPA 255 - Standard Method of Test of Surface Burning Characteristics of Building Materials.
C. Sheet Metal and Air Conditioning Contractors National Association (SMACNA):
1. SMACNA - HVAC Duct Construction Standards - Metal and Flexible.
D. Underwriters Laboratories, Inc. (UL):
1. UL 723 - Tests for Surface Burning Characteristics of Building Materials.
SECTION 23 0713
DUCT INSULATION
MONTEBELLO SENIOR CENTER 23 0713 - 2
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1.3 SUBMITTALS
A. Section 01 3300 - Submittal Procedures: Procedures for submittals.
1. Product Data:
a. Product Data: Provide product description, thermal characteristics, list of materials and thickness for each service, and locations.
1.4 QUALITY ASSURANCE
A. Qualifications:
1. Manufacturer: Company specializing in manufacturing Products specified with minimum 3 years documented experience.
2. Installer: Company specializing in performing the Work of this Section with minimum 3 years documented experience.
B. Materials:
1. Flame spread/smoke developed rating of 25/50 or less in accordance with ASTM E84, NFPA 255 and UL 723.
1.5 DELIVERY, STORAGE, AND HANDLING
A. Section 01 6000 - Product Requirements: Transport, handle, store, and protect Products.
B. Deliver materials to site in original factory packaging, labeled with manufacturer's identification, including product density and thickness.
C. Store insulation in original wrapping and protect from weather and construction traffic.
D. Protect insulation against dirt, water, chemical, and mechanical damage.
1.6 PROJECT CONDITIONS OR SITE CONDITIONS
A. Jobsite Requirements
1. Maintain ambient temperatures and conditions required by manufacturers of adhesives, mastics, and insulation cements.
2. Maintain temperature during and after installation for minimum period of 24 hours.
SECTION 23 0713
DUCT INSULATION
MONTEBELLO SENIOR CENTER 23 0713 - 3
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1.7 ENVIRONMENTAL REQUIREMENTS
A. Energy efficiency:
1. Insulation: Minimum thickness in accordance with ASHRAE 90.1.
Provide additional thickness to ensure surface temperatures are below 100 degrees and to prevent condensation on cold surfaces.
PART 2 - PRODUCTS
2.1 DUCTWORK INSULATION
A. Glass Fiber, Flexible Duct Wrap
1. Manufacturers:
a. Owens/Corning, Toledo, OH (800) 438-7465.
b. Other acceptable manufacturers offering equivalent products. 1) CertainTeed.
2) Schuller (Manville).
3) Knauf.
4) Or equal.
2. Insulation: ASTM C553 flexible, noncombustible blanket. a. 'K' ('Ksi') value: ASTM C518, 0.30 at 75 degrees F.
b. Maximum service temperature: 250 degrees F.
c. Maximum moisture absorption: 0.20 percent by volume. d. Density: 0.75 lb./cu ft.
3. Vapor Barrier Jacket
a. Kraft paper reinforced with glass fiber yarn and bonded to aluminized film.
b. Moisture vapor transmission: ASTM E96; 0.02 perm.
c. Secure with pressure sensitive tape.
4. Vapor Barrier Tape
a. Manufacturers:
1) Owens/Corning.
2) CertainTeed.
3) Schuller (Manville).
4) Or equal.
b. Kraft paper reinforced with glass fiber yarn and bonded to aluminized film, with pressure sensitive rubber-based adhesive.
5. Tie Wire: Annealed steel, 16 gage.
B. Glass Fiber Duct Liner, Flexible
1. Manufacturers:
a. CertainTeed.
b. Other acceptable manufacturers offering equivalent products. 1) Knauf.
2) Schuller (Manville).
SECTION 23 0713
DUCT INSULATION
MONTEBELLO SENIOR CENTER 23 0713 - 4
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3) Owens Corning.
4) Or equal.
2. Insulation: ASTM C553; flexible, noncombustible blanket. a. 'K' ('Ksi') value: ASTM C518, 0.28 at 75 degrees F.
b. Maximum service temperature: 250 degrees F.
c. Density: 1.5 lb./cu ft.
d. Maximum Velocity on Coated Air Side: 4,000 ft./min.
3. Adhesive
a. Waterproof fire-retardant type.
4. Liner Fasteners: Galvanized steel, impact applied with integral head.
C. Glass Fiber, Rigid Board
1. Manufacturers:
a. CertainTeed.
b. Other acceptable manufacturers offering equivalent products. 1) Knauf.
2) Schuller (Manville).
3) Owens Corning.
4) Or equal.
2. Insulation: Glass fibers bonded with a thermosetting resin for rigidity.
Comply with ASTM C 612, Type IB, without facing and with all-service jacket manufactured from kraft paper, reinforcing scrim, aluminum foil, and vinyl film.
a. 'K' ('Ksi') value: ASTM C518, 0.28 at 75 degrees F.
b. Maximum service temperature: 250 degrees F.
c. Density: 1.5 lb./cu ft.
3. Vapor Barrier Jacket
a. Kraft paper reinforced with glass fiber yarn and bonded to aluminized film.
b. Moisture vapor transmission: ASTM E96; 0.02 perm.
c. Overlap seams with pressure sensitive tape.
4. Vapor Barrier Tape
a. Manufacturers:
1) Owens/Corning.
2) CertainTeed.
3) Schuller (Manville).
4) Or equal.
b. Kraft paper reinforced with glass fiber yarn and bonded to aluminized film, with pressure sensitive rubber-based adhesive.
5. Pin to ductwork below 8 feet and seal all perforations hardcast mastic.
SECTION 23 0713
DUCT INSULATION
MONTEBELLO SENIOR CENTER 23 0713 - 5
REMODEL
PART 3 - EXECUTION
3.1 EXAMINATION
A. Verification of Conditions: Verify that field measurements, surfaces, substrates and conditions are as required, and ready to receive Work.
1. Verify that piping has been tested before applying insulation materials.
2. Verify that ductwork has been tested before applying insulation materials.
3. Verify that surfaces are clean, foreign material removed, and dry.
B. Report in writing to Owner’s Representative prevailing conditions that will adversely affect satisfactory execution of the Work of this Section. Do not proceed with Work until unsatisfactory conditions have been corrected.
C. By beginning Work, Contractor accepts conditions and assumes responsibility for correcting unsuitable conditions encountered at no additional cost to the Owner/City.
3.2 INSTALLATION - DUCTWORK INSULATION
A. Install materials in accordance with manufacturer's instructions and ASHRAE
90.1. B. Insulated ductwork conveying air below ambient temperature:
1. Provide insulation with vapor barrier jackets.
2. Finish with tape and vapor barrier jacket.
3. Continue insulation through walls, sleeves, hangers, and other duct penetrations.
4. Insulate entire system including fittings, joints, flanges, fire dampers, flexible connections, and expansion joints.
C. Insulated ductwork conveying air above ambient temperature:
1. Provide with or without standard vapor barrier jacket.
2. Insulate fittings and joints. Where service access is required, bevel and seal ends of insulation.
D. For ductwork exposed in finished spaces below 10 feet above finished floor, finish with aluminum jacket.
E. For exterior applications, provide insulation with vapor barrier jacket. Cover with caulked aluminum jacket with seams located on bottom side of horizontal duct section.
F. External Duct Insulation Application:
SECTION 23 0713
DUCT INSULATION
MONTEBELLO SENIOR CENTER 23 0713 - 6
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1. Secure insulation with vapor barrier with wires and seal jacket joints with vapor barrier adhesive or tape to match jacket.
2. Secure insulation without vapor barrier with staples, tape, or wires.
3. Install without sag on underside of ductwork. Use adhesive or mechanical fasteners where necessary to prevent sagging. Lift ductwork off trapeze hangers and insert spacers.
4. Seal vapor barrier penetrations by mechanical fasteners with vapor barrier adhesive.
5. Stop and point insulation around access doors and damper operators to allow operation without disturbing wrapping.
G. Duct and Plenum Liner Application:
1. Adhere insulation with adhesive for 100 percent coverage.
2. Secure insulation with mechanical liner fasteners. Refer to SMACNA Standards for spacing.
3. Seal and smooth joints.
4. Seal liner surface penetrations with adhesive.
5. Duct dimensions indicated are net inside dimensions required for air flow.
Increase duct size to allow for insulation thickness.
H. Ducts
1. Supply air, return air, outside air shall be lined unless explicit approval is issued in writing by representative of owner.
3.3 CONSTRUCTION
A. Substituted insulation materials shall provide thermal resistance within 10 percent at normal conditions, as materials indicated.
3.4 DUCTWORK INSULATION SCHEDULE
A. Flexible Glass Fiber Duct Wrap Insulation Schedule:
DUCTWORK THICKNESS
FINISH
INCH
Supply Ducts 1-1/2"
Aluminized Film
Return Ducts 1-1/2"
Aluminized Film
Outdoor Air Intake Ducts 1-1/2"
Aluminized Film
SECTION 23 0713
DUCT INSULATION
MONTEBELLO SENIOR CENTER 23 0713 - 7
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B. Flexible Glass Fiber Duct Liner Insulation Schedule:
DUCTWORK THICKNESS
FINISH
INCH
Plenums (Cooling System) 1" Black
Pigmented, UL
Supply Ducts 1" Black
Pigmented, UL
Return Ducts 1" Black
Pigmented, UL
Outdoor Air Intake Ducts 1" Black
Pigmented, UL
Ducts Exposed to Outdoors 2" Black
Pigmented, UL
END OF SECTION
SECTION 23 0800
HVAC SYSTEMS COMMISSIONING
MONTEBELLO SENIOR CENTER 23 0800 - 1
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PART 1 – GENERAL
1.1 SUMMARY
A. Section Includes:
1. General requirements for Commissioning (Cx) of HVAC systems and equipment including installation, start-up, testing, documentation, and training according to the Construction Documents.
2. Standard procedures for the execution of commissioning work shall be in conformance with Division 1: General Commissioning Requirements. Coordinate work with the Commissioning Agent (CxA).
B. Related Requirements:
1. Division 01: General Requirements.
2. Division 23: Heating, Ventilation, and Air Conditioning.
3. Division 26: Electrical
1.2 REFERENCES
A. Applicable codes, standards, and references: inspections and tests shall be in accordance with the following applicable codes and standards:
1. International Electrical Testing Association – NETA.
2. National Electrical Manufacturers Association – NEMA.
3. American Society for Testing and Materials – ASTM.
4. Institute of Electrical and Electronics Engineers – IEEE.
5. American National Standards Institute – ANSI.
6. National Electrical Safety Code – NESC.
7. California Building Code – CBC.
8. California Electrical Code – CEC.
9. California Mechanical Code – CMC.
10. Insulated Cables Engineers Association – ICEA.
11. Occupational Safety and Health Administration – OSHA.
12. National Institute of Standards and Technology – NIST.
13. National Fire Protection Association – NFPA.
14. American Society of Heating and Air-Conditioning Engineers – ASHRAE
(The HVAC Commissioning Process, ASHRAE Guideline).
15. Associated Air Balance Council – AABC (National Standards for Total System Balance).
1.3 SUBMITTALS
A. Submittals package is not required.
SECTION 23 0800
HVAC SYSTEMS COMMISSIONING
MONTEBELLO SENIOR CENTER 23 0800 - 2
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1.4 MEETINGS, SEQUENCING AND SCHEDULING
A. Meetings: As required.
1.5 QUALITY CONTROL
A. Comply with Division 01 quality control specifications.
1.6 EQUIPMENT AND SYSTEMS TO BE COMMISIONED
A. Split System Heat Pumps.
B. Filtered Supply Fans.
PART 2 – PRODUCTS
2.1 TEST EQUIPMENT
A. Equipment to be utilized in the commissioning process shall meet the following requirements:
1. Provide test equipment as necessary for the testing of the equipment and systems to be commissioned.
2. Provide testing equipment and accessories that are free of defects and certified for use.
PART 3 – EXECUTION
3.1 COMMISSIONING PROCESS REQUIREMENTS
A. Work to be performed prior to commissioning:
1. Complete phases of the work so the system(s) can be started, tested, adjusted, balanced, and otherwise commissioned.
2. If modifications or corrections to the installed system(s) are required to bring the system(s) to acceptance levels due to Contractor’s incorrect installation or defective materials, such modifications shall be made at no additional cost to the Owner.
3. Normal start-up services required to bring each system into full operational state:
a. Testing, motor rotation check, control sequences of
operation, full and part load performance.
b. Commissioning shall not start until each system is complete and start-up has been performed.
B. Pre-Commissioning responsibilities:
1. Inspection, calibration and testing of the equipment required to commission the following systems:
SECTION 23 0800
HVAC SYSTEMS COMMISSIONING
MONTEBELLO SENIOR CENTER 23 0800 - 3
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C. Deliverables.
a. Present documentanation to demonstrate operation of installation on a point-by-point, parameter-by-parameter basis.
3.2 PREPARATION
A. Provide certified HVAC technicians as required.
3.3 TESTING
A. Testing procedures shall include the following minimum information:
1. Equipment used for the test, with manufacturer and model number and date of last calibration.
2. Date and time of the test.
3. Indication of whether the record is for a first test or retest following correction of a problem or issue.
4. Identification of the system, subsystem, assembly, or equipment.
5. Systems and assemblies test results and performance and compliance with contract requirements.
B. Contractor shall participate and perform related testing requirements as specified.
3.4 ADJUSTING
A. Perform work required to rectify installations not meeting contract requirements at no additional cost to the Owner (exception: existing heat pumps, as demonstrated to be operable upon initiation of construction effort).
B. Corrective work shall be completed in a timely manner to permit completion of the work.
3.5 REPORTING
A. Provide written report to demonstrate point-by-point operation of equipment and hardware installed under this scope of work.
END OF SECTION
SECTION 23 3000
DUCTWORK
MONTEBELLO SENIOR CENTER 23 3000 - 1
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PART 1 – GENERAL
1.1 SUMMARY
A. Section Includes: Ductwork and appurtenances required for a complete air transmission and distribution system for the heating, ventilating, and air conditioning systems indicated on Drawings and as specified.
B. Related Requirements:
1. Division 01: General Requirements.
2. Section 23 0500: Common Work Results for HVAC.
3. Section 23 3713: Diffusers Registers and Grilles
1.2 SUBMITTALS
A. Provide in accordance with Division 01 and Section 23 0500: Common Work Results for HVAC.
B. Submit shop drawings showing detailed duct arrangements and means and methods of construction and support and installation.
1.3 QUALITY ASSURANCE
A. Installer's and Manufacturer's Qualifications: Comply with provisions stated under Section 23 0500: Common Work Results for HVAC.
B. Sound power level measurements and Manufacturers' NC value calculations shall be conducted in complete accordance with the latest version of ANSI/ASHRAE Standards 70 and 130 and AHRI 880.
1.4 DELIVERY, STORAGE AND HANDLING
A. Comply with provisions stated in Section 23 0500: Common Work Results for HVAC.
B. Limit operation of associated HVAC equipment during construction to ensure that ducts are clean and free of dirt, dust, moisture, oils and other contaminants that can lead to poor air quality upon system acceptance.
Cover openings of ductwork with a self-adhering protective film as necessary. Film shall not leave a residue on metal after removal, and shall be highly resistant to tears and punctures.
SECTION 23 3000
DUCTWORK
MONTEBELLO SENIOR CENTER 23 3000 - 2
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1.5 COORDINATION
A. Coordinate activities in accordance with provisions of Section 23 0500:
Common Work Results for HVAC.
1.6 SYSTEM DESCRIPTION
A. Performance Requirements: No variation of duct configuration or sizes permitted except by written permission. Size round ducts installed in place of rectangular ducts in accordance with ASHRAE table of equivalent rectangular and round ducts.
PART 2 – PRODUCTS
2.1 GENERAL
A. Unless otherwise noted, provisions, including amendments thereto, of the latest edition of the HVAC Duct Construction Standards of Sheet Metal and Air Conditioning Contractor’s National Association (SMACNA) and the California Mechanical Code (CMC), are hereby made part of this Section.
B. Rectangular, round and flat oval ducts shall be manufactured and installed in accordance with requirements of the latest edition of the HVAC Duct Construction Standards – Metal and Flexible of SMACNA.
C. Sheet metal ducts shall be fabricated from galvanized steel.
D. Galvanized steel ducts shall be fabricated of galvanized steel sheet, lock forming grade, conforming to ASTM A653 and A924.
E. Galvanized steel ducts gage thickness and permissible joints and seams of ductwork shall conform to requirements of the latest edition of the HVAC Duct Construction Standards – Metal and Flexible of SMACNA and the CMC unless noted otherwise on the drawings. The more stringent requirements shall prevail.
F. Button punch snap-lock seams, using Lockformer or equal, shall be permitted only in concealed areas using 20 and 22 gage galvanized steel ducts with screws added at the ends. Button punch snap-lock is not permitted for aluminum or duct lighter than 22-gage.
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G. Ducts shall be reinforced in accordance with the latest edition of the SMACNA HVAC Duct Construction Standards: Cross-broken Duct: Duct sizes 19 inches wide and larger which have more than 10 square feet of unbraced panel shall be beaded or cross-broken. This requirement is applicable to 20 gage or less thickness and 3 inches w.g. or less pressure.
For details, refer to SMACNA manual.
H. Round and Oval Galvanized Steel and Aluminum Ducts:
1. Round Spiral Ducts and Fittings: Fabricated from galvanized sheet steel shall be machine-formed spiral pipe with sealed spiral locking joints. Fittings shall be furnished with continuous corrosion-resistant welds. Provide gages of ducts and fittings recommended by manufacturer.
2. Details of seams and transverse joints for round duct and fittings shall conform to SMACNA standards.
3. Flat oval ducts shall be provided as indicated on the Drawings.
Reference standard details in SMACNA manual.
4. Minimum duct wall thickness, and permissible joints and seams of ductwork for flat oval duct construction shall conform to requirements in the latest edition of the HVAC Duct Construction Standards – Metal and Flexible of SMACNA and the CMC. The more stringent requirements shall prevail.
5. These provisions apply for ducts furnished for indoor comfort heating, ventilating and air conditioning service only.
I. Flexible Ducts
1. Flexible duct shall be non-metallic, insulated for conditioned air supply and return. The flexible ducts shall be factory fabricated with exterior reinforced laminated vapor barrier, 1 ½-inch thick fiber glass insulation (K = 0.25 at 75 degrees F), encapsulated zinc-coated spring steel wire helix and impervious, smooth, non-perforated interior vinyl liner and factory fabricated steel connection collars. For the composite assembly, including insulation and vapor barrier, comply with NFPA Standard 90A or 90B and tested in accordance with UL Standard, UL 181. Non-insulated metallic ducts shall be provided for exhaust only.
2. Methods of installations, standards for joining and attaching, and supporting flexible duct shall conform to applicable provisions of SMACNA manual.
3. Specifications herein shall not supersede installation requirements by flexible duct manufacturer if those are more stringent.
J. Fittings and Other Construction Details: Details of fittings such as elbows, turning vanes, branch take-off and connections, duct access doors, connections for grilles, registers and ceiling diffusers, flexible connector at fan, etcetera, shall conform to applicable provisions of this Section or SMACNA manual.
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K. Duct Seam and Joint Sealant: Provide sealant for metal ducts at duct joints which are defined as transverse joints between duct sections including girth joints, branch and sub-branch intersections, duct collar tapins, fitting subsections, louver and air terminal connections, access doors and frames, and abutments to building structure. Also provide the same at duct seams which are defined as longitudinal joint between duct sections.
Spiral lock seams in factory fabricated round or oval ducts are excluded.
1. Sealant for low-pressure ducts shall be: Design Polymerics DP1010 or DP1020, Childers CP-145A/CP-146 Chil-Flex, Foster's 32-19 Duct-Fas, Miracle-Kingco Glenkote Seal-Flex, Ductmate Industries PROseal or FIBERseal, or equal.
2. Provide sealing material for medium-pressure ducts as described in the SMACNA manual for those pressures.
3. Sealant materials shall comply with the flame spread and smoke developed rating of current CMC when tested in accordance with ASTM E84.
4. Sealant for exposed to weather ducts shall pass the Weather Resistance Test per ASTM G154 at 2000 hours QUV.
2.2 DUCTS
A. Galvanized Steel Ducts: ASTM A653 having zinc coating in conformance with ASTM A90.
B. Steel Ducts: ASTM A569 and A568.
C. Flexible Ducts:
1. Manufacturers:
a. Anco Products Inc.
b. Hart & Cooley.
c. Tuttle & Bailey.
d. Or equal.
2. UL Labeled, black polymer film supported by helically wound spring steel wire.
3. Pressure Rating: 4 inches WG positive and 0.5 inches WG negative.
4. Maximum Velocity: 4000 fpm.
5. Temperature Range: -20 degrees F to 175 degrees.
D. Insulated Flexible Ducts:
1. Manufacturers:
a. Anco Products Inc.
b. Hart & Cooley.
c. Tuttle & Bailey
d. Or equal.
2. Black polymer film supported by helically wound spring steel wire; fiberglass insulation; aluminized vapor barrier film.
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3. Pressure Rating: 4 inches WG positive and 0.5 inches WG negative.
4. Maximum Velocity: 4000 fpm.
5. Temperature Range: -20 degrees F to 175 degrees F.
E. Stainless Steel Ducts: ASTM A 167, Type 304.
F. Fasteners: Rivets, bolts, or sheet metal screws.
G. Sealant:
1. Manufacturers:
a. Duro Dyne Corporation, Farmingdale, NY (800) 899-3876. b. H.B. Fuller Co, St. Paul, MN (888) 423-8553.
c. Hardcast, Inc, Wylie, TX (800) 527-7092.
d. Or equal.
2. Non-hardening, water resistant, fire resistive, compatible with mating materials; liquid used alone or with tape, or heavy mastic.
H. Hanger Rod: ASTM A36; steel threaded both ends, threaded one end, or continuously threaded.
2.3 AIR TURNING DEVICES/EXTRACTORS
A. Manufacturers:
1. Semco, Inc, Columbia, MO (888) 473-6264.
2. Metal-Fab, Inc, Wichita, KS (800) 835-2830.
3. United McGill Corp, Groveport, OH (614) 836-9981.
4. Or equal.
B. Multi-blade device with blades aligned in short dimension; steel or aluminum construction; with individually adjustable blades, mounting straps.
2.4 FLEXIBLE DUCT CONNECTIONS
A. Manufacturers:
1. Ductmate Industries, Inc, East Monongahela, PA (800) 245-3188.
2. Ruskin Manufacturing, Kansas City, MO (816) 761-7476.
3. Semco Inc, Columbia, MO (888) 473-6264.
4. Or equal.
B. Fabricate in accordance with SMACNA HVAC Duct Construction Standards - Metal and Flexible, and as indicated.
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C. Connector: Fabric crimped into metal edging strip.
1. Fabric: UL listed fire-retardant neoprene coated woven glass fiber fabric to NFPA 90A, minimum density 30oz per sq. yd.
2. Net Fabric Width: Approximately 3 inches wide.
3. Metal: 3 inches wide, 24 gage thick galvanized steel.
2.5 VOLUME CONTROL DAMPERS.
A. Manufacturers:
1. Louvers and Dampers, Inc, Florence, KY (606) 647-2299.
2. Prefco Products, Inc, Buckingham, PA (800) 437-6653.
3. Ruskin Manufacturing, Kansas City, MO (816) 761-7476.
4. Or equal.
B. Fabricate in accordance with SMACNA HVAC Duct Construction Standards - Metal and Flexible, and as indicated.
C. Splitter Dampers:
1. Material: Same gage as duct to 24 inches size in either direction, and two gages heavier for sizes over 24 inches.
2. Blade: Fabricate of double thickness sheet metal to streamline shape, secured with continuous hinge or rod.
3. Operator: Minimum 1/4-inch diameter rod in self aligning, universal joint action, flanged bushing with set screw.
D. Single Blade Dampers: Fabricate for duct sizes up to 6 x 30 inch.
E. Multi-Blade Damper: Fabricate of opposed blade pattern with maximum blade sizes 8 x 72 inch. Assemble center and edge crimped blades in prime coated or galvanized channel frame with suitable hardware.
F. End Bearings: Except in round ductwork 12 inches and smaller, provide end bearings. On multiple blade dampers, provide oil-impregnated nylon or sintered bronze bearings.
G. Quadrants:
1. Provide locking, indicating quadrant regulators on single and multi-blade dampers.
2. On insulated ducts mount quadrant regulators on stand-off mounting brackets, bases, or adapters. Provide standoff mounting brackets or remote operators as necessary for access and service and operation.
3. Where rod lengths exceed 30 inches provide regulator at both ends.
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2.6 DUCTWORK FABRICATION
A. Fabricate and support in accordance with SMACNA HVAC Duct Construction Standards - Metal and Flexible, and as indicated. Provide duct material, gages, reinforcing, and sealing for operating pressures indicated.
B. Construct T's, bends, and elbows with radius of not less than 1-1/2 times width of duct on centerline. Where not possible and where rectangular elbows are used, provide turning vanes.
C. Increase duct sizes gradually, not exceeding 15 degrees divergence wherever possible; maximum 30 degrees divergence upstream of equipment and 45 degrees convergence downstream.
PART 3 – EXECUTION
3.1 EXAMINATION
A. Examine areas and conditions under which Work of this Section will be performed. Correct conditions detrimental to proper and timely completion of Work. Do not proceed until unsatisfactory conditions have been corrected.
3.2 DUCTWORK
A. Construct ductwork according to details of fabrication and methods of support, as indicated in the SMACNA manuals and CMC, unless specified or indicated otherwise in this Section or on Drawings. In event of conflict, the most stringent requirement shall be provided.
B. Unless otherwise required, construct ducts to conform accurately to dimensions indicated and to be straight and smooth on inside, with joints neatly finished.
C. Duct dimensions indicated are net inside dimensions.
D. Anchor ducts to building structural slab, framing and roof decking and detail method of anchoring and fastening if not indicated on Drawings. Supports shall be seismically constructed as required by the latest edition of the SMACNA guidelines.
E. Construct and install ducts to be completely free from vibration under operating conditions.
F. Indicate on layout drawing, required for suspended ductwork, location of supports, loads imposed on each fastening or anchor, typical details for
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anchorage, and details for special anchorage for supports attached to metal roof decking.
G. Attach supports only to building structural framing members and concrete slabs.
H. Where supports are required between structural framing members, detail and install suitable intermediate metal framing.
I. Ducts transporting air-conditioned or heated supply air shall be insulated in accordance with requirements of Section 23 0713: Duct Insulation or HVAC Insulation.
1. Ducts exposed to weather shall be prefabricated double wall type from HVAC equipment through building envelope.
J. Ferrous angles and structural members and joining collars specified for construction and support of ductwork and plenums shall be primed with one heavy coat of required asphaltic aluminum paint before installation or fabrication. Metal surfaces shall be thoroughly cleaned before installation of paint. Galvanizing may be provided instead of painting. Installed duct hanger rods concealed in furred ceilings and walls are not required to be primed or painted.
K. Broken places in galvanized coating shall be acid washed and then completely soldered over or painted with galvanizing paint.
L. Provide transitional hardware (in lieu of straight taps) at all joints and connections.
3.3 DUCT CONSTRUCTION
A. Minimum ductwork gages, joints, reinforcing, and bracing of ductwork shall conform to SMACNA and CMC. The most stringent standards shall prevail.
Additional bracing shall be provided to prevent objectionable panel vibration.
B. Button punch snap-lock seams, using Lock-former or equal, shall be permitted only in non-accessible areas using 20 and 22-gage galvanized steel ducts with screws added at the ends. Button punch snap-lock is not permitted for aluminum or duct lighter than 22-gage.
C. Provide longitudinal seams of the grooved snap lock, or Pittsburg and standing, sealed spiral or continuously welded.
D. Ferrous angles and structural members and joining collars specified for the construction and support of ductwork and plenums shall be primed with one heavy coat of asphalt aluminum paint before installation or fabrication. The metal surface shall be thoroughly cleaned before application of the paint.
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Galvanizing may be provided instead of painting. Installed duct hanger rods concealed in furred ceilings and walls is not required to be primed or painted.
E. Broken places in galvanized coating shall be acid washed and then completely soldered over or painted with galvanizing paint.
F. S-type or drive-slip type girths or longitudinal seams shall not be furnished for ductwork installed outdoors or mounted on roofs.
G. Broken places in galvanized coating shall be acid washed and then completely soldered over or painted with galvanizing paint.
3.4 DUCT ELBOWS AND TURNING VANES
A. Duct elbows, including supply, exhaust, and return, shall be provided with a centerline radius of 1.5 times duct width parallel to radius whenever possible; centerline radius shall not be less than width of duct parallel to radius.
B. Where space does not permit above radius, or where square elbows are indicated on Drawings, turning vanes shall be installed whether indicated on Drawings or not.
C. Turning vanes shall conform to SMACNA and CMC.
3.5 DUCT JOINTS AND SEAMS
A. Conditioned air supply ducts shall be furnished with joints and seams sealed, welded for air tightness, except spiral seam factory machine formed duct components. Spiral seam is exempted. Joints between slip-fit components may be assembled with all seams and joint connections fastened with screws.
B. Other ducts shall be furnished with joints and seams sealed by using sealant, taping, soldering, or welding. Ducts for grease hood exhaust shall be furnished with grease-tight welding or brazing on external surface for joints and seams. Fiberglass ducts shall be provided with a thermally activated closure system, Johns Manville Fortifiber Therm-Lock with Automatic Bond Indicator dots, or equal.
C. S-slip or drive-slip type girths or longitudinal seams are not permitted on exterior or exposed rooftop mounted ductwork.
D. Caulking, taping, or other joint or seam treatment shall be provided in accordance with recognized standards.
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E. Seams around fan, coil housing and plenums shall be sealed with gaskets or sealing compound to provide an airtight assembly.
F. Alternative duct connectors such as Ductmate Industries, Mez Industries, or equal may be used if the following conditions are met:
1. One of the specifically listed connectors is submitted and approved by the ARCHITECT.
2. The correct size connector, application, and gage of material conform to SMACNA Standards.
3. The connector is installed per manufacturer’s specifications.
3.6 DUCT TRANSITION
A. Slopes in sides of transition pieces shall be no greater than 1 to 5. Abrupt changes or offsets in duct system are not permitted, except when reviewed by the ARCHITECT.
3.7 DUCT TEST HOLES
A. Holes in ducts and plenums shall be provided for pilot or static tubes for obtaining air measurements to balance or check air systems. Holes shall be covered with neoprene gasketed sheet metal cover or plugged with a fitted neoprene plug chained to duct.
3.8 AIR TERMINAL DEVICES
A. General: Install supply devices after ducts, plenums, and casings have been cleaned and blown free of small particles, as specified. Devices shall be aligned to be parallel to ceiling construction or walls and ceiling surfaces, and shall be pulled tightly to compress gaskets and to fit neatly against surfaces.
B. Diffusers: Support surface mounted ceiling diffusers from angles or channels resting on and fastened to ceiling construction. Do not support from ducts. Install lay-in diffusers on T-bar ceilings with hanger wires from each corner and not supported by ceiling structure. Provide sheet metal adaptor box above each diffuser to allow space for volume controller with round collars for connection to round ducts where indicated on Drawings.
Fasten duct-mounted diffusers to duct collars.
C. Registers and Grilles:
1. Support ceiling diffuser type inlets, registers, and grilles as required above for ceiling diffusers.
2. Fasten wall mounted and duct mounted registers and grilles to flanges of duct collars.
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3.9 DAMPERS
A. Manually operated dampers, gravity dampers, fire dampers, and motor operated dampers shall be furnished and installed as specified and indicated. Upon completion of installation, dampers shall be checked, lubricated, and adjusted so that they operate freely, without binding.
Dampers shall be of standard commercial manufacture, complete with damper frame. Where painting is required, they shall be shop finished unless otherwise noted.
1. Provide and install manual volume dampers per SMACNA standards to allow balancing per AABC, NEBB or TABB Procedures and Standards whether indicated on the drawings or not.
2. Balancing dampers shall be installed in main supply ducts from fan discharge plenums, where two or more ducts are connected to each plenum, although such balancing dampers may not be indicated.
Each zone shall be provided with a manual volume damper. Sheet metal screws shall be installed through handles and into ducts to lock damper in place after test and balance.
3. Each supply, return, and exhaust branch shall be provided with manual volume dampers.
4. Do not provide opposed blade dampers at air inlets and outlets.
5. Each supply, return, and exhaust inlet or outlet shall be provided with a manual volume damper. This damper shall be a minimum of 5 feet upstream of the air outlet and inlets. An acoustic flexible duct should be provided between the outlet and inlet and the damper for concealed ducts.
6. Dampers installed in accessible locations shall be provided with locking and indicating quadrants. Ventfabrics Ventlok, Duro Dyne, Young Regulator Co., or equal.
7. Dampers installed in ductwork in furred ceiling spaces or in roof spaces with less than 30 inches of clearance below beams, joists, or other construction, and where access panels are not provided shall be furnished with damper rods extended below ceiling and terminated with a concealed damper regulation. Ventfabrics Ventlok, Young Regulator Co., Duro Dyne, or equal.
8. Dampers not identified as splitter, extractor, or butterfly dampers shall be of multi-louver type arranged for opposed blade operation.
Damper shall be same dimension as adjoining duct and be tight closing. Blades shall not be greater than 9 inches. Dampers shall be not less than 18 gage steel.
9. Motor operated dampers shall be furnished by temperature control manufacturer as part of temperature control equipment and shall conform to requirements of Section 23 0900: HVAC Instrumentation and Controls.
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10. Dampers shall be provided with accessible operating mechanisms.
Where operators are exposed in finished portions of building, operators shall be chromium-plated with exposed edges rounded.
Splitter dampers are not permitted unless specified and reviewed by the ARCHITECT.
11. Dampers shall not be installed in combustion air ducts.
12. Access panels shall be installed for access at each damper’s operating mechanism.
3.10 FLEXIBLE DUCT RUNOUTS
A. Runouts from branches, risers or mains to air terminal units and outlets may be pre-insulated, factory fabricated flexible ducts complying with NFPA 90A.
Flexible ductwork shall not exceed 5 feet in length unless otherwise identified on plans. When required to suspend flexible ducts, furnish hangers of type recommended by manufacturers of pre-insulated flexible duct and install at intervals recommended. Method of attachment to other components of air distribution system for a vapor-tight joint shall be in accordance with printed instructions of flexible duct manufacturer. Bend radius shall be 1-1/2 times diameter of duct, measured from centerline.
Bends greater than 90-degree angle are not permitted. Non-metallic flexible duct shall be permitted only in T-bar suspended ceilings.
3.11 DUCT HANGERS AND SUPPORTS
A. Exposed or easily accessible ductwork: All exposed ducts shall be supported by all-thread Rod as a single hanger and or a trapeze support for rectangular duct work in accordance with requirements of the latest edition of the HVAC Duct Construction Standards – Metal and Flexible of SMACNA.
B. Non-accessible ductwork: Non-exposed and hidden from sight during regular school operations ductwork, rigid round, rectangular, and flat oval metal ducts, shall be installed with support systems conforming to SMACNA Standards.
C. Where ducts are installed one above the other, they shall be individually supported on a trapeze of steel angles with 3/8-inch supporting steel rods securely fastened to overhead construction. A minimum distance of 3 inches shall be maintained between ducts wherever possible, but in no event shall distance be less than 2 inches. Minimum sizes of steel angles shall be 1 ½-inch by 1 ½-inch by 1/8 inch for duct sizes through 60 inches in greatest dimension, 2-inch by 2-inch by 1/8 inch for duct sizes 61 inches through 84 inches, 2-inch by 2-inch by 3/16 inch for duct sizes 85 inches through 96 inches, and 2-inch by 2-inch by 1/4 inch for duct sizes over 97 inches.
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D. Ducts six square feet area and greater and or minimum 28” round or greater shall be seismically restrained.
E. Hangers shall not be supported by, or fastened to, non-structural members including blocking. Toggle or Molly type bolts are not permitted. Flexible ducts shall be supported maximum at every 6’.
3.12 INSTALLATION - DUCTWORK
A. Install in accordance with manufacturer's instructions.
B. Install and seal ducts in accordance with SMACNA HVAC Duct Construction Standards - Metal and Flexible.
C. Duct Sizes are inside clear dimensions. For lined ducts, maintain sizes inside lining.
D. Provide openings in ductwork where required to accommodate thermometers and controllers. Provide pilot tube openings where required for testing of systems, complete with metal can with spring device or screw to ensure against air leakage. Where openings are provided in insulated ductwork, install insulation material inside a metal ring.
E. Locate ducts with sufficient space around equipment to allow normal operating and maintenance activities.
F. Use crimp joints with or without bead for joining round duct sizes 8 inch and smaller with crimp in direction of air flow.
G. Use double nuts and lock washers on threaded rod supports.
H. Connect diffusers or light troffer boots to low pressure ducts directly or with 5 feet maximum length of flexible duct held in place with strap or clamp and tape.
I. Connect flexible ducts to metal ducts with draw bands plus tape.
J. During construction provide temporary closures of metal or taped polyethylene on open ductwork to prevent construction dust from entering ductwork system.
K. Install so that unfaced fiberglass and mineral fiber insulation are not in the interior of the ductwork.
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3.13 INSTALLATION - DUCTWORK ACCESSORIES
A. Install accessories in accordance with manufacturer's instructions, NFPA 90A, and follow SMACNA HVAC Duct Construction Standards - Metal and Flexible.
B. Provide balancing dampers at points on supply, return, and exhaust systems where branches are taken from larger ducts as required for air balancing.
Install minimum 2 duct widths from duct take-off.
C. Use splitter dampers only where indicated.
D. Provide balancing dampers on duct take-off to diffusers, grilles, and registers, regardless of whether dampers are specified as part of the diffuser, grille, or register assembly.
3.14 CLEANING
A. Clean duct system and force air at high velocity through duct to remove accumulated dust. To obtain sufficient air, clean half the system at a time.
Protect equipment which may be harmed by excessive dirt with temporary filters, or bypass during cleaning.
END OF SECTION
SECTION 23 3713
DIFFUSERS, REGISTERS AND GRILLES
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PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Diffusers.
2. Registers/grilles.
B. Related Sections:
1. Section 09 9100 - Painting: Painting of ductwork visible behind outlets and inlets.
1.2 REFERENCES
A. Air Diffusion Council (ADC):
1. ADC 1062 - Certification, Rating and Test Manual.
B. Air Movement and Control Association (AMCA):
1. AMCA 500 - Test Method for Louvers, Dampers and Shutters.
C. Air Conditioning and Refrigeration Institute (ARI):
1. ARI 650 - Air Outlets and Inlets.
D. American Society of Heating, Refrigerating and Air Conditioning Engineers (ASHRAE):
1. ASHRAE 70 - Method of Testing for Rating the Air Flow Performance of Outlets and Inlets.
E. Sheet Metal and Air Conditioning Contractors National Association (SMACNA):
1. SMACNA - HVAC Duct Construction Standard - Metal and Flexible.
F. National Fire Protection Association (NFPA):
1. NFPA 70 - National Electrical Code.
2. NFPA 90A - Installation of Air Conditioning and Ventilating Systems.
1.3 SUBMITTALS
A. Procedures for submittals.
1. Product Data: Provide data for equipment required for this project.
Review outlets and inlets as to size, finish, and type of mounting prior to submission. Submit schedule of outlets and inlets showing type, size, location, application, and noise level.
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1.4 QUALITY ASSURANCE
A. Test and rate air outlet and inlet performance in accordance with ADC Equipment Test Code 1062 and ASHRAE 70.
B. Test and rate louver performance in accordance with AMCA 500.
C. Qualifications
1. Manufacturer: Company specializing in manufacturing the Products specified in this section with minimum three years documented experience.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Subject to compliance with project requirements, manufacturers offering Products which may be incorporated in the Work include the following:
1. Titus.
2. Ruskin.
3. Tuttle & Bailey
4. Or equal.
2.2 WALL LOUVERS (RUSKIN ELF375DX)
A. Type: Stationary louver.
B. Frame: 4” deep, flange – mounted, as scheduled on plans.
C. Fabrication: Steel with baked enamel, finish per General Contractor.
D. Accessories: ¼” mesh screen.
2.3 SUPPLY REGISTERS (TITUS 300RL)
A. Type: Streamlined blades, 3/4-inch minimum depth, 3/4-inch maximum spacing, with adjustable double deflection blades, with long blades front.
B. Frame: 1-1/4-inch margin with concealed mounting.
C. Fabrication: Steel with 20 gage minimum frames and 22 gage minimum blades, steel and aluminum with 20 gage minimum frame, or aluminum extrusions, with factory baked enamel, “off-white” finish.
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D. Damper: Integral, gang-operated, parallel blade type with protruding tab operator, operable from face.
E. Insulation: Back plate covered with glass fiber insulation with an aluminum foil vapor barrier to prevent harmful effects of condensation.
2.4 CEILING DIFFUSER (TITUS MCD)
A. Type: Modular core.
B. Frame: Frame mounting.
C. Fabrication: Steel, “off-white” finish.
D. Damper: Opposed blade damper.
E. Insulation: Back plate covered with glass fiber insulation with an aluminum foil vapor barrier to prevent harmful effects of condensation.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Install in accordance with manufacturer's instructions.
B. Coordinate location of outlets and inlets with Architectural reflected ceiling plan and make necessary adjustments in position to conform with architectural features, symmetry, and electrical lighting arrangement.
C. Install diffusers to ductwork with air tight connection.
D. Provide balancing dampers on duct take-off to diffusers, and grilles and registers, despite whether dampers are specified as part of the diffuser, or grille and register assembly.
E. Paint ductwork visible behind air outlets and inlets matte black. Refer to Section 09 9100.
END OF SECTION
SECTION 23 5732
HVAC EQUIPMENT
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PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Split System Heat Pump – (FC / CU).
2. Filtered Supply Fans (FSF)
B. Related Documents: The Contract Documents, as defined in Section 01 10 00 - Summary of Work, apply to the Work of this Section. Additional requirements and information necessary to complete the Work of this Section may be found in other Documents.
C. Related Sections:
1. Division 23 - Heating, Ventilation, and Air Conditioning
2. Division 26 - Electrical
1.2 REFERENCES
A. ARI 210 - Unitary Air Conditioning Equipment
B. NFPA 70 - National Electrical Code
C. NFPA 90A - Installation of Air Conditioning and Ventilation Systems.
D. UL 465 - Central Cooling Air Conditioners
1.3 DEFINITIONS
A. Split System Heat Pump (FC / CU): Multi-component packaged, self-contained, factory-assembled, pre-wired unit for field assembly consisting of cabinets and frames, evaporator fan, evaporator-coil, heat-pump, condenser coil, condenser fan, compressor, controls and filters in draw-through air flow configuration.
B. Filtered Supply Fan (FSF): Suspended-mount cabinet, consisting of motor and fan, wiring and terminations, in-line installation, with filter bank with gasketseated fit and bottom access.
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1.4 SUBMITTALS
A. Section 01 60 00 – Product Requirements, Product Data, and Samples:
Procedures for submittals.
1. Product Data: Provide product data for manufactured Units. Indicate performance capacities, energy-efficiency ratings and electrical characteristics.
2. Shop Drawings: Provide shop drawings for manufactured Units. Indicate refrigerant pipe connections, ductwork connections, filter size and quantity, condensate drain connection, thermostatic valves, temperature controls connections and electrical rough-in connections with electrical characteristics and connection requirements.
3. Assurance/Control Submittals:
a. Certificates: Manufacturer's certificate that Products meet or exceed specified requirements.
b. Qualification Documentation: Submit documentation of experience indicating compliance with specified
qualification requirements.
B. Section 01 78 00 – Closeout Submittals and 01 79 00 - Demonstration and Training: Procedures for closeout submittals.
1. Project Record Documents: Accurately record the following:
a. Plan view of installed location of Units
b. Elevation or section view of installed Units.
2. Warranty: Submit written minimum five (5) years warranty to include coverage for refrigeration compressors condenser and evaporator with forms completed in Owner name and registered with manufacturer as specified in this Section.
3. Extra Products: Submit extra products as specified in this Section.
4. Operating instruction: Document training by furnishing a sign-in sheet with a description of the training provided instructors name and organization, and those who received training. Refer to 01780 1.3, 1.4, and 1.5 for more specific training
1.5 QUALITY ASSURANCE
A. Qualifications:
1. Manufacturer: Company specializing in manufacturing Products specified with minimum five (5) years documented experience.
2. Installer: Company specializing in performing the Work of this Section with minimum five (5) years documented experience.
B. Regulatory Requirements:
1. Products Requiring Electrical Connection: Listed and classified by Underwriters' Laboratories, Inc., as suitable for the purpose specified and indicated.
SECTION 23 5732
HVAC EQUIPMENT
MONTEBELLO SENIOR CENTER 23 5732 - 3
REMODEL
1.6 DELIVERY, STORAGE, AND HANDLING
A. Section 01 60 00 – Product Requirements: Transport, handle, store, and protect Products.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Subject to compliance with project requirements, manufacturers offering Products which may be incorporated in the Work include the following:
1. Split System Heat Pump – Ductless (FC / CU).
a. Mitsubishi.
b. Approved equal.
2. Filtered Supply Fan (FSF).
a. Cook.
b. Approved equal.
B. Section 01 60 00 – Product Requirements: Product options and substitutions.
Substitutions: Permitted providing equal quality and performance, and as agreed to by Engineer.
2.2 MATERIALS
A. Grade of equipment as manufactured by respective manufacturer’s, for products as identified herein and on drawings, and for performances and capacities and efficiencies as scheduled, and with accessories, options, ancillaries, and trim as noted.
B. Provide additional hardware as required for complete operating system as identified on plan.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Verify that proper power supply is available.
B. Verification of Conditions: Verify that field measurements, surfaces, substrates and conditions are as required, and ready to receive Work.
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HVAC EQUIPMENT
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C. Report in writing to Owner prevailing conditions that will adversely affect satisfactory execution of the Work of this Section. Do not proceed with Work until unsatisfactory conditions have been corrected. By beginning Work, Contractor accepts conditions and assumes responsibility for correcting unsuitable conditions encountered at no additional cost to the Owner.
3.2 INSTALLATION
A. Mount equipment and hardware with exterior components to provide water-tight installations.
B. Install equipment level and square and plumb and in accordance with manufacturer’s instructions.
C. Provide ancillaries and trim as required for complete system operation, to include refrigerant piping, control wiring and cable, et al.
3.3 FIELD QUALITY CONTROL
A. Section 01 40 00 - Quality Requirements: Field testing and inspection.
B. Operating Instruction
1. Provide on-site instruction to review the operation of the system and detail any common troubleshooting or maintenance that is required to ensure normal operation.
2. Provide one complete set of equipment operating, installation, and programming manuals that will remain at the installed location.
END OF SECTION
SECTION 26 0500
COMMON WORK RESULTS FOR ELECTRICAL
MONTEBELLO SENIOR CENTER 26 0500 - 1
REMODEL
PART 1 - GENERAL
1.1 SCOPE
A. Provide all electrical work for a complete and operable system as shown on the drawings and as specified in this section including, but not limited to the following:
1. Branch circuit-wiring system including wiring devices, wiring, conduit, pull boxes and equipment connections.
2. Lighting system including light fixtures, drivers, required mounting hardware, and occupancy sensors.
3. Adjustment and test of the electrical work.
4. Guarantee.
1.2 QUALITY ASSURANCE
A. All products and equipment herein specified or indicated on the drawings shall be new with UL label and in compliance with the California Electrical Code, state and local codes. Materials for similar use shall be of the same type and manufacture.
B. All work and materials shall be installed per the governing authorities.
Nothing in the plans or specifications shall be deemed as permission to violate these codes or authorities and the Contractor shall be held responsible for any work, which is not accepted. Violations shown on the plans are to be brought to the attention of the Electrical Engineer before work is done.
1.3 SITE VISITATIONS: Prior to the submission of the bid, the Contractor shall visit the site and make a thorough examination of the existing conditions and thereby include allowances for this work in this bid.
1.4 PERMITS AND LICENSES: Contractor shall pay for and obtain all necessary permits, inspections, insurance and licenses required to perform the Electrical work, with the exception of the Electrical Permit Obtained from the City Permit Center prior to beginning construction. Permits obtain from the City Permit Center for Building work shall be paid for by the City.
1.5 COORDINATION: Contractor to coordinate the Electrical work with other trades. Review drawings and specifications of all equipment requiring electrical connections prior to installation of the electrical system. Verify space, ventilation and clearances required to install electrical equipment. Exact locations of lights and wiring devices are shown on architectural drawings.
SECTION 26 0500
COMMON WORK RESULTS FOR ELECTRICAL
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1.6 SUBMITTALS: Within thirty (30) days after award of contract, submit to the Architect six (6) sets of shop drawings consisting of product data sheets for light fixtures, receptacles, switches, plates, wiring devices, and material list.
Submittals not to include substitutions or deviations from the materials or methods specified unless prior approval has been given in writing. Make all submittals at one time in booklet form.
1.7 SUBSTITUTIONS: Where manufacturer's name and catalog number are called out, the phrase "or approved equal" can be assumed except the burden of proving equality is on the bidder.
1.8 DRAWINGS: During progress of work maintain a record of changes made on plans and "as-built" locations of buried conduits and ducts. On completion, present a professionally done reproducible drawing to the Architect.
1.9 VERIFICATION OF DIMENSIONS: All scaled and figured dimensions are approximate and are given for estimating purposes only. Where apparatus and equipment have been taken from typical equipment of the class indicated and before proceeding with the work, the Contractor shall carefully check and verify all dimensions and sizes and shall assume all responsibility for the fitting of his materials and equipment to other parts of the equipment and to the structure.
1.10 LOCATION: Prior to rough-in, minor adjustments to outlet locations may be made without additional compensation.
1.11 PROTECTION OF FINISH: Fully protect all finished parts during the progress of the work and until final completion.
1.12 GUARANTEE: All electrical work and equipment (except lamps) shall be guaranteed for one year from the date of acceptance on Contractor's letterhead and turned over to the Owner at the completion and final acceptance of the job.
PART 2 - PRODUCTS
2.1 CIRCUIT BREAKERS: Circuit breakers shall be bolt-on molded-case type with thermal magnetic trips. Provide with rated voltage, frame size, number of poles and trip setting as shown. NEMA interrupting capacity shall be 10,000 AIC at 120/208 volts or series rated 65,000 AIC at 277/480 volts, unless otherwise noted. Re-use existing where possible in lieu of providing new hardware.
2.2 CONDUIT: Conduit shall be rigid steel galvanized IMC for underground, exposed up to +5'-0" or in damp locations. No running threads will be permitted.
Galvanized EMT shall be used in dry concealed locations and exposed above +5'-0". EMT connectors shall be watertight compression type. Galvanized flexible conduit shall be used only for motor and fixture connections in lengths not to exceed 6'. Conduits penetrating the roof are to be flashed and counter
SECTION 26 0500
COMMON WORK RESULTS FOR ELECTRICAL
MONTEBELLO SENIOR CENTER 26 0500 - 3
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flashed. PVC schedule 40 may be used under floor slabs or underground with ground wire. PVC underground to have 24-inch cover. Install fittings, special devices and material, which may be required for the proper installation of the conduit system.
2.3 CONDUCTORS: Conductors shall be 600-volt insulation type THHN/THWN copper. Conductors AWG #10 and smaller shall be solid, AWG #8 and larger to be stranded.
2.4 SPLICES: Splices on conductors #8 or smaller shall be Scotchlock spring connectors and for larger size cables use solderless connectors.
2.5 RECEPTACLES: Receptacles, 120-volt duplex grounding type, shall be specification grade 15-amp Leviton #5261-I. Where indicated WP install weatherproof gasket cover, mounted on FS box. Provide ground fault circuit interrupters where required by code. Dedicated receptacles shall be 20 amp, Leviton #5362-I.
2.6 LIGHT SWITCHES: Switches shall be toggle type specification grade 120/277 volts AC Leviton #1201-2I and #1203-2I for 3-way.
2.7 LIGHTING FIXTURES: Furnish and install complete with lamps, ballasts and required mounting hardware is specified on plans. Prior to ordering fixtures, verify mounting methods and finishes.
PART 3 - EXECUTION
3.1 GENERAL:
A. The Electrical Drawings, which constitute an integral part of this contract, serve as the working drawings and indicate the general layout of the electrical systems. Field verifications of locations on plans are directed by field conditions. Check the Architectural, Structural and Mechanical Plans to avert possible installation conflicts and include all resulting cost in the bid.
B. Discrepancies between different plans, between plans and actual field conditions, or between plans and specifications shall be promptly brought to the attention of the Electrical Engineer for clarification or decision.
Appurtenances and wiring not specifically indicated or referred to, but which are common to complete and operable electrical systems, shall be included in the bid.
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C. Each empty conduit shall include a pull cord. All pull cords shall have a minimum diameter of 1/4" and a minimum average tensile strength of 1100 pounds. It shall be yellow in color. A contrasting tracer color may be included to identify the manufacturer. Flat braid is not acceptable.
3.2 INSTALLATION: Installation of materials and equipment shall be in strict accordance with manufacturer's recommendations, instructions, and industry standards, as indicated on the drawings and as specified herein. Provide all mounting facilities for securing or hanging fixtures, equipment and outlets to the satisfaction of the Engineer. Details shown on the plans are for the purpose of establishing the extent and general methods required. Provide all sleeves, inserts, expansion joints, vibration fitting, etc. Provide storage facilities and protect all work, materials and equipment from damage during process of work.
Materials and equipment shall not be stored exposed to weather. Replace all damaged or defective work, materials and equipment without additional cost to the Owner.
3.3 CONDUIT AND WIRING: All conduit and wiring shall be installed concealed in walls, above ceilings and below floor slabs or exposed in accordance with applicable regulations and the Electrical Drawings. All penetrations of fire-rated walls or ceilings to be coordinated with Owner. Conduit runs are shown diagrammatically. Exact routing and location of the equipment to be determined in the field.
3.4 MOISTURE PROTECTION: Where required by regulations, all electrical devices in the spray radius of sprinklers shall be installed with weatherproof enclosures in compliance with these regulations.
3.5 GROUNDING: All metallic conduits, supports and enclosures shall be grounded in compliance with the National Electrical Code. Grounding bushings shall be used wherever conduits are required to be grounded.
3.6 TESTING: All new circuits shall be tested for short and open circuit to ground with a megger. Resistance to ground shall be in compliance with the requirements of the National Electrical Code. Furnish all necessary labor, instruments and equipment required for making tests to demonstrate that the operation of the system is in accordance with the intent of the contract documents. Also perform a complete "in service" operation of the entire electrical system to the full satisfaction of the Owner.
END OF SECTION
SECTION 26 0503
EQUIPMENT WIRING CONNECTIONS
MONTEBELLO SENIOR CENTER 26 0503 - 1
REMODEL
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes electrical connections to equipment.
B. Related Sections: 26 0500 Common Work Results for Electrical
1.2 REFERENCES
A. National Electrical Manufacturers Association:
1. NEMA WD 1 - General Requirements for Wiring Devices.
2. NEMA WD 6 - Wiring Devices-Dimensional Requirements.
1.3 SUBMITTALS
A. Section 01 3300 - Submittal Procedures: Submittal procedures.
B. Product Data: Submit wiring device manufacturer’s catalog information showing dimensions, configurations, and construction.
C. Manufacturer's installation instructions.
1.4 CLOSEOUT SUBMITTALS
A. Section 01 7800 - Closeout Submittals.
B. Project Record Documents: Record actual locations, sizes, and configurations of equipment connections.
1.5 COORDINATION
A. Division 1 - Alteration Project Procedures.
B. Obtain and review shop drawings, product data, manufacturer’s wiring diagrams, and manufacturer's instructions for equipment furnished under other sections.
C. Determine connection locations and requirements.
D. Sequence rough-in of electrical connections to coordinate with installation of equipment.
SECTION 26 0503
EQUIPMENT WIRING CONNECTIONS
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E. Sequence electrical connections to coordinate with start-up of equipment.
PART 2 - PRODUCTS
2.1 CORD AND PLUGS
A. Manufacturers:
1. Carol.
2. Hubbell.
3. Substitutions: Division 1 - Product Requirements. Not Permitted.
B. Attachment Plug Construction: Conform to NEMA WD 1.
C. Configuration: NEMA WD 6; match receptacle configuration at outlet furnished for equipment.
D. Cord Construction: Type SO multi-conductor flexible cord with identified equipment grounding conductor, suitable for use in damp locations.
E. Size: Suitable for connected load of equipment, length of cord, and rating of branch circuit overcurrent protection.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Division 1 - Administrative Requirements: Coordination and project conditions.
B. Verify equipment is ready for electrical connection, for wiring, and to be energized.
3.2 EXISTING WORK
A. Remove exposed abandoned equipment wiring connections, including abandoned connections above accessible ceiling finishes.
B. Disconnect abandoned utilization equipment and remove wiring connections.
Remove abandoned components when connected raceway is abandoned and removed. Install blank cover for abandoned boxes and enclosures not removed.
C. Extend existing equipment connections using materials and methods as specified.
SECTION 26 0503
EQUIPMENT WIRING CONNECTIONS
MONTEBELLO SENIOR CENTER 26 0503 - 3
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3.3 INSTALLATION
A. Make electrical connections.
B. Make conduit connections to equipment using flexible conduit. Use liquid tight flexible conduit with watertight connectors in damp or wet locations.
C. Connect heat producing equipment using wire and cable with insulation suitable for temperatures encountered.
D. Install receptacle outlet to accommodate connection with attachment plug.
E. Install cord and cap for field-supplied attachment plug.
F. Install suitable strain-relief clamps and fittings for cord connections at outlet boxes and equipment connection boxes.
G. Install disconnect switches, controllers, control stations, and control devices to complete equipment wiring requirements.
H. Install terminal block jumpers to complete equipment wiring requirements.
I. Install interconnecting conduit and wiring between devices and equipment to complete equipment wiring requirements.
3.4 ADJUSTING
A. Section 01 7800 – Closeout Submittals
B. Cooperate with utilization equipment installers and field service personnel during checkout and starting of equipment to allow testing and balancing and other startup operations. Provide personnel to operate electrical system and checkout wiring connection components and configurations.
END OF SECTION
SECTION 26 0513
BASIC ELECTRICAL MATERIALS AND METHODS
MONTEBELLO SENIOR CENTER 26 0513 - 1
REMODEL
PART 1 - GENERAL
SUMMARY: Furnish materials and perform labor required to execute this work indicated on the drawings, as specified, and as necessary to complete the Contract, including, but not limited to, these major items:
A. Examine all other sections for work related to those other sections and required to be included as work under this section.
B. Make arrangements with the Power and Telephone Companies for services of power and telephone systems, and pay all fees and charges levied by them. Notify utility companies when work under this section commences.
C. Telephone service, including conduits, backboards and grounding per Telephone Co.'s requirements.
D. Cable Television service, including conduits, cabinets, cabling and grounding as required by Cable Television Company.
E. Obtain all permits required from all agencies and make arrangements for all inspections required.
F. Complete power and lighting branch circuit wiring including junction boxes, pull boxes, outlet boxes, devices, cable supports, grounding equipment, materials, and equipment for a complete installation.
G. Lighting fixtures and drivers in fixtures per Lighting Fixtures Schedule on drawings.
H. Complete line and low voltage wiring and connections of HVAC and plumbing equipment. Provide gutters, disconnect switches, fuses, relays, time switches, and all auxiliaries.
I. Power panelboards, transfer switches, feeders, conduit, pull boxes and all auxiliaries.
J. Wiring and connections to all electrically operated equipment and appliances as shown on the drawings.
K. Excavation, backfill, repaving and concrete work to complete the work under this Section.
L. Special grounding system complete, including ground rods, ground bars, cables and miscellaneous hardware.
M. Bakelite nameplates.
SECTION 26 0513
BASIC ELECTRICAL MATERIALS AND METHODS
MONTEBELLO SENIOR CENTER 26 0513 - 2
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N. Temporary electrical service as needed for all trades during construction of project.
O. Conduit, with cables, for the Cable TV system as indicated, including boxes, cabinets, and miscellaneous hardware and finish plates.
P. Construction permits.
Q. Record and "as-built" drawings.
R. Certificates and warranties.
S. Owner manuals.
T. Perform all other work necessary for the complete installation of all electrical work as herein specified. Refer to the approved electrical plan set for details.
PART 2 - MATERIALS
2.1 CONDUIT AND RACEWAYS
A. All shall be provided with fittings and accessories approved for purpose and equal in all respects to raceway.
B. Rigid steel conduit shall be hot-dipped galvanized and comply with U.S.
Standard UL6 and ANSI Standard C80.1.
C. Intermediate steel conduit shall be hot-dipped galvanized and comply with U.S. Standard 1242.
D. Electrical metallic tubing (EMT) shall be galvanized on the outside and coated on the inside with a hard-smooth lacquer finish. EMT fittings shall be steel compression gland. EMT shall comply with U.L. 797 and ANSI C80-3.
E. Flexible metallic conduit shall be galvanized steel with steel fittings.
Liquid and moisture tight conduit shall be American Brass with Appleton "ST" connectors or acceptable equal. Flexible conduit shall be only used in concealed areas in walls for connection to recessed light fixtures, motors and transformers.
F. Plastic conduit shall be polyvinyl chloride (PVC) Schedule 40 for direct burial or Type I for concrete encased, for use with 90oC. Conduits as manufactured by Carlon, Kraylon, Borg Wagner, Stauffer, Triangle or acceptable equal.
SECTION 26 0513
BASIC ELECTRICAL MATERIALS AND METHODS
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G. Surface metal raceway shall be Wiremold or Walker-Parkersburg.
Raceways and fittings shall be of one manufacturer and designed for use together.
H. Wireways shall be hinged cover or screw cover complete with all necessary manufactured fittings which shall be of one manufacturer.
Wireway shall be Square D square duct or approved equal by G.E., ITE.
1. Plastic-coated conduit shall be rigid galvanized steel conduit having a 0.030" minimum thick factory-bonded PVC jacket, using prejacketed couplings as manufactured by Pittsburgh Robroy, Plastic Applicator, Occidental or approved equal.
2.2 WIRE AND CABLES
A. All shall be new. All conductors #8 AWG and larger, shall be stranded.
Color code all conductors as specified and as prescribed by NEC unless specified otherwise.
B. Secondary voltage (600 volt or below) cables and wires shall be copper, unless otherwise indicated on drawings, single conductor rated 600 volts conforming to or exceeding IPCEA Specifications and shall be as follows:
1. In sizes #1/0 AWG to 4/0: Cross-linked polyethylene insulation type THWN.
2. In sizes 250 MCM and larger: THWN.
3. In sizes #1 AWG and smaller: All conductors shall have heat/moisture resistant thermoplastic insulation type THWN (75oC)
4. Grounding Conductors: Copper Type TW with green integrallycolored insulation of bare-medium-hard-drawn copper.
5. Low Voltage Conductors: Jacketed, approved type, with low smoke producing characteristics.
2.3 WIRING DEVICES
A. Wall (Local) Switches: Totally enclosed, AC rated, silent type ivory finish or other finishes on dark colored walls as selected by the Owner.
Switches on emergency circuits shall be red. All switch mounting straps shall be metal and offer self-grounding or be equipped with a green, hexhead ground screw. Numbers used below are those of Hubbell.
Equivalent Leviton, Arrow-Hart, Bryant, P & S, Sierra or G.E. are acceptable.
SECTION 26 0513
BASIC ELECTRICAL MATERIALS AND METHODS
MONTEBELLO SENIOR CENTER 26 0513 - 4
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(1) Single-Pole Switches #RSD115I 15 amps 120 volts
(2) Single-Pole Combination #RCD101I 15amps 120 volts
(3) Single-Pole Combination #RCD111I 15amps 120 volts
Three-Way Switches #RSD315I 15 amps 120 volts
B. Occupancy sensor switch shall be Hubbell RMS140I passive infrared sensor or equal by Leviton or Arrow Hart.
C. Receptacles:
1. Duplex receptacles shall be specification grade, Tamper resistance, NEMA 5-20R configuration. They shall be capable of being side or back wired, with clamp type terminals for back wiring and have a metal mounting strap with self-grounding and a green, hex-head grounding termination screw. The grounding blades shall be aligned in such a manner that they are parallel to the longitudinal plane of the receptacle. Numbers used below are those of Hubbell.
Equivalent Leviton, Arrow-Hart, Bryant, P&S, Sierra, or GE are acceptable.
Duplex 20A Ivory color #BR20ITR
GFI Duplex 20A Ivory color #GF20IL
Single Receptacle: # RR201I
2. All receptacles shall have ivory finish.
3. Receptacles on emergency circuits shall be red, except for isolated ground receptacles on emergency circuits, which shall be orange with red cover plates.
D. Device Cover Plates: matching device cover plates by Hubbell, Smooth nylon with Ivory finish unless otherwise selected by the Owner. Outlets in mechanical/electrical/utility rooms, and garage shall have stamped steel cover plates. Color of device plates shall be coordinated with the Owner.
Red plates for receptacles on emergency circuits. Weatherproof cover:
Hubbell # HBL5221
E. Special Purpose Receptacles: Provide where shown on drawings.
Specification grade, standard color, and of the appropriate code and NEMA configuration to match the supply circuit and load involved.
Provide proper grounding through receptacle for equipment.
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BASIC ELECTRICAL MATERIALS AND METHODS
MONTEBELLO SENIOR CENTER 26 0513 - 5
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2.4 OUTLET BOXES, JUNCTION BOXES AND PULL BOXES
A. Outlet Boxes: Hot-dipped galvanized or sherardized of required size, 4" sq. minimum or octagonal and of depth required for flush mounted devices and lighting fixtures. Cast-type with gasketed covers for surfacemounted devices. All outlets for exterior application shall be cast, weatherproof type with gasket and cast cover plate.
B. Junction and Pull Boxes: Use outlet boxes as junction boxes wherever possible. Larger junction and pull boxes over 12" in any dimension shall be fabricated from sheet steel, sized according to code, and have screwon covers. All junction boxes shall be accessible.
2.5 WIRE CONNECTORS
A. For wires size #10 AWG and smaller, use Scotchlok or Ideal insulated pressure type (with live spring) rated 105oC, 600 volts, for building wiring and 1000 volt in signs or fixtures.
B. For wires size #8 AWG and larger, T & B or equivalent compression type with 3M #33 tape insulation.
2.6 CONDUIT HANGERS
A. Galvanized steel with special accessories for purpose and adequate to support load imposed. Support individual conduit 1-1/2" and larger and all multiple conduit runs with hangers. Clamp conduits individually to each support.
2.7 SUPPORTS AND HANGERS
A. Wall brackets and ceiling trapeze hangers shall be Binkley, Elcen, Kindorf, Multi-Frame, Power Strut, or Unistrut.
B. All lighting fixtures and conduits shall be fully braced as required by State of California Seismic Regulation. Contractor shall be responsible for bracing design. Provide State of California Registered Structural Engineer’s approval as part of this contract for all electrical equipment installation.
2.8 FUSES AND CABINET
A. Fuses: Shall be Class K-1 and K-5 of rejection type for 600 amperes and below and Class L for over 600 amperes. Fuses shall be Bussman "Limitron" and "Fusetron."
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B. Fuse Cabinet:
1. Surface-mounted steel fuse cabinets shall have a hinged front door and a flush catch with lock (panelboard type). Each cabinet shall contain 3 spare fuses of each size and type used in associated switchgear and safety switches. On front of hinged door, provide an engraved nameplate with black-white phenolic material screwed in place reading: "SPARE FUSES".
2. On inside of door provide the following information typewritten and covered with clear plastic: "Use these spare current-limiting fuses to replace any fuses of the current-limiting type that have blown.
Replace fuses with ones of similar rating--DO NOT INCREASE FUSE RATING.
3. In a separate paragraph state name, address and telephone number of at least 2 distributors located within 80 miles of project who stock current-limiting fuses. Indicate date (month and year) in bottom right-hand corner.
2.9 CONDUIT SEALS
A. Conduit passing through concrete walls shall be sealed with ChaseFoam CTC PR-855. Match fire rating of walls.
PART 3 - EXECUTION
3.01 GENERAL
A. Electrical system layouts indicated on drawings are generally diagrammatic, but shall be followed as closely as actual construction and work of other trades will permit. Govern exact routing of raceways and locations of outlets by structure and equipment served. Take all dimensions from architectural drawings.
B. Consult all other drawings. Verify all scales and report any dimensional discrepancies or other conflicts to the Architect and Engineer before submitting bid.
C. All home runs to panelboards are indicated as starting from outlet nearest panel and continuing in general direction of that panel. Continue such circuits to panel as though routes were completely indicated.
D. Avoid cutting and boring holes through or structural members wherever possible. Obtain prior approval of the Architect and Engineer, and conform to all structural requirements when cutting or boring structure is necessary and permitted.
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BASIC ELECTRICAL MATERIALS AND METHODS
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E. Furnish and install all necessary hardware, hangers, blocking, brackets, bracing, runners, etc. required for equipment specified under this Section.
3.02 SLEEVES
A. Where raceways pass through concrete construction, install sleeves accurately set in place.
B. Have a man present during the pouring of concrete to make sure the location of sleeves is not disturbed during the pour.
C. Cut all openings for which sleeves are omitted with rotary type drill, or other method as approved by the Architect and Engineer. Holes cut with pneumatic hammer will not be accepted.
D. All sleeves through concrete floors shall be pipe sleeves with the top of sleeves a minimum of 1/2" above finished floor surfaces. Do not utilize more than one sleeve per pipe. Blockouts for multiple pipes or individual pipes will not be allowed.
3.03 RACEWAY INSTALLATION
A. Above grade - defined as areas above finished grade for a building exterior and above top surface of any slabs (or other concrete work on grade) for a building interior. Provide for waterproofing of all raceways, outlets, fittings, etc. which penetrate the roof to preserve the weatherproof integrity of the building. Installation of and materials for above-grade raceways shall conform with the following:
1. General - Install all raceways concealed except at surface cabinets, for motor and equipment connections, in mechanical equipment rooms, and elsewhere as noted on the drawings. Install a minimum of 6" from flues, steam pipes or other heated pockets for waterflashing and counter-flashing or pitch pockets for waterproofing of all raceways, outlets, fittings, etc. which penetrate roof. Route exposed raceways parallel or perpendicular to building lines with right angle turns and symmetrical bends. Raceways in concrete shall be run in a direct line, and where possible, with long sweep bends and offsets. Provide sleeves in forms for new concrete walls, floor slabs and partitions for passage of raceways.
Waterproof all sleeved raceways. Minimum conduit size shall be 1/2".
a. Provide 5 empty 3/4-inch conduits for each flush-mounted panelboard into the accessible overhead ceiling space.
b. Provide raceway expansion joints with necessary bonding conductor at building expansion joints and where required to compensate for raceway or building thermal expansion and
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contraction. Terminate raceways 1-1/4" and larger with
insulated bushing or rain-tight connections with insulated throats. Expansion/deflection fittings shall be OZ Gedney type AXDX or equal.
2. Rigid conduit or intermediate metallic steel conduit shall be installed in the following above-grade areas:
a. Embedded in above-grade concrete walls and floor slabs. b. Where exposed to mechanical injury.
c. Where specifically required by the California Electrical Code.
3. Electrical Metallic Tubing (EMT): May be installed in dry areas only in:
a. Concealed locations in furred or masonry walls or ceilings. b. Embedded in poured insulating fills.
c. Exposed areas at least 8 feet above floor.
EMT fittings shall be compression type (no die cast fittings allowed), except provide gland-nut type where embedded.
4. Flexible sealtite metal conduit shall be only used for the following:
a. Makeup of motor, transformer or equipment, and/or raceway connections where isolation of sound and vibration
transmission is required. For connections in locations
exposed to weather, or in interior locations subject to moisture, watertight flexible conduit shall be used.
b. Connections to recessed lighting fixtures shall not exceed 6 feet in length.
Lengths of flexible metal conduit shall contain a separate grounding conductor as outlined under "Grounding" Section of this Specification. All conduit and fittings shall be steel.
5. Surface raceways, where indicated on drawings, shall be metal and a size approved for number and size of wires to be installed and shall be installed in a neat, workmanlike manner, with runs parallel or perpendicular to walls and partitions. Raceways, elbows, fittings, outlets and devices shall be of same manufacturer, and designed for use together.
6. Wireways, where indicated, complete with elbows, tees, connectors, adapters, etc., with all parts factory fabricated and of same manufacturer. Communication cable wireway shall be approved for use in return plenum space.
a. Install communication cables in communication cable
wireway.
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BASIC ELECTRICAL MATERIALS AND METHODS
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B. Below-Grade: Defined as area below finished grade for a building exterior and below bottom floor slab for a building interior.
1. General: All service and feeders below-grade shall be concrete encased. Below-grade raceways shall project 2" minimum above floor or equipment foundation. Install exterior underground conduits 36" minimum below finished grade. Do not penetrate waterproof membranes unless proper seals are provided. Conduits below building slab shall be 12" minimum below bottom of concrete.
Make all penetrations through concrete with rigid plastic-coated conduit.
2. Non-encased Raceways: Unless specifically noted on drawings for concrete encasement, provide either of the following raceway systems for installation below slabs on grade or in earth or gravel. a. Rigid, heavy-wall, Schedule 40, polyvinyl chloride PVC plastic conduit, suitable for direct burial. All offsets and 90o ells shall be rigid plastic-coated conduit.
b. Rigid, galvanized steel conduit having a 0.30" minimum thickness, factory bonded (PVC Jacket), using pre-jacketed couplings to provide substantially watertight jacketing system.
3.04 OUTLETS
A. Exact location of outlets and equipment shall be governed by structural conditions and obstructions or other equipment items. When necessary, relocate outlets so that when fixtures or equipment are installed, they will be symmetrically located according to room layout and will not interfere with other work or equipment. Verify final location of all panels, equipment, etc. with the Architect. If dimensions are not given, locate outlets within +6" of location as scaled from drawings.
B. Provide zinc-coated or cadmium-plated sheet steel outlet boxes not less than 4" octagonal or square, unless otherwise noted. Equip fixture outlet boxes with 3/8" no-bolt fixture studs. Where fixtures are mounted on or in an accessible type ceiling, provide a junction box and extend flexible conduit to each fixture. Outlet boxes in finished ceilings or walls shall be fitted with appropriate covers, set to come flush with the finished surface.
Where more than one switch or device is located at one point, use gang boxes and covers unless otherwise indicated. Sectional switch boxes or utility boxes will not be permitted. Provide tile box or a 4" square box with tile ring in masonry walls which will not be plastered or furred, or where "drywall" type materials are applied.
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C. Back-to-back outlets in the same wall, or thru-wall type boxes not permitted. Provide 8" (minimum) long nipple to offset for all outlets shown on opposite sides of a common wall to minimize sound transmission.
D. Surface-mounted devices are to be mounted in cast-type boxes with gasketed covers.
E. Except as otherwise noted, locate outlets and panelboards as follows:
Dimensions given are from finished floor to center line of outlets except panels. Adjust heights of outlets in masonry walls to correspond with consistent brick or block course. Outlets in block walls shall be installed in core of block.
1. Wall switches 48"
2. Convenience outlets, long axis vertical with grounding pole on bottom 15"
3. Phone outlets 15"
4. Panelboards (to top of trim) 6'-6"
5. Data outlets 15"
6. Wall phone outlets 54"
F. Over counters, benches, special equipment, baseboards, fin tube radiators, etc. or at wainscoting, outlets shall be at a height (6") to prevent interferences to service equipment, or as noted on drawings.
3.05 JUNCTION AND PULL BOXES AND CABINETS
A. Construct junction or pull boxes not over 150 cubic inches in size as standard outlet boxes, and those over 150 cubic inches the same as "Cabinets", with screw covers of same gauge metal. Removable covers must be accessible at all times. Mount per "Outlets" Section.
B. Provide a standard access panel having a hinged metal door neatly fitted into a flush metal trim, where a junction box or equipment is located above non-accessible ceilings or behind finished walls. Coordinate location and type with the Architect and Engineer.
C. All cabinets shall be set rigidly in place with fronts straight and plumb, center panelboard interiors in door openings.
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D. For ease of identification during maintenance and remodeling, junction box covers shall be color coded according to the following schedule:
1. Emergency Circuitry - Yellow
2. Telephone - Green
3. Televisions - Violet
4. Computer Data - Blue
5. 277/480V Systems – Orange
3.06 INSTALLATION OF WIRES
A. All wiring shall be routed through an acceptable raceway regardless of voltage application, unless specified otherwise under other Sections of these Specifications.
B. Pull no wire into any portion of conduit system until all construction work which might damage the wire has been completed. Conductors for all voltages shall be color coded as follows:
1. Wire No. 10 and smaller be factory color coded.
2. Wire No. 8 and larger may be color coded by field color taping of the entire length of exposed end or 12" of exposed end, whichever is less.
3. 120/240 volts: Phases: a-black, b-red, c-blue, neutral-white, ground-green
4. Isolated ground: Green with a white stripe.
C. Change branch circuit wire from #12 AWG to #10 where more than 3 current-carrying conductors are in one conduit.
D. Sizes of conduits, unless specifically shown otherwise, shall be determined from the National Electrical Code.
E. Install all wire continuous from outlet to outlet or terminal to terminal.
Splices in cables when required shall be made in handholes, pull boxes, or junction boxes and shall be in strict accordance with cable manufacturer's recommendations utilizing solderless connectors UL approved for the use.
F. Make up splices in outlet boxes with 8" of correctly color-coded tails left in box. Splices in wires size #8 AWG and smaller shall be made with insulated spring type wire connectors, "Scotchlok". Splices in larger wire and cables shall be made with indent connectors approved for the purpose. All insulating tape used on circuits of 600 volts and less shall be 3-M #33 or Plymouth Slipknot Grey.
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BASIC ELECTRICAL MATERIALS AND METHODS
MONTEBELLO SENIOR CENTER 26 0513 - 12
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G. All cables and wires passing through manholes and handholes shall be full looped inside manhole and handhole and supported on galvanized steel racks with insulators.
H. Make all ground, neutral and line connections to receptacle and wiring device terminals as recommended by Manufacturer. Provide ground jumper from outlet box to ground terminal of receptacle.
I. Unless otherwise indicated, all wiring for branch circuits shall be #12 AWG protected by 20 ampere circuit breakers. If distance from panel to first outlet is 75 feet or greater (for 120-volt circuits) or 150 feet or greater (for 277-volt circuits) No. 10 shall be installed.
3.07 SUPPORTS AND HANGERS
A. Support and align all raceways, cabinets, boxes, fixtures, etc. in an accepted manner and as herein specified. Support raceways on accepted types of wall brackets, specialty steel clips or hangers, ceiling trapeze hangers or malleable iron straps. Plumbers perforated straps not permitted. Do not suspend raceways or equipment from steam, water or other piping, or ductwork, except use of common supports such as Unistrut at roof level installed by General Contractor for this purpose.
Provide toggle bolts or expansion (spider type) anchors in hollow masonry units, lead expansion shields in solid masonry or concrete (or preferably use pre-set concrete inserts in concrete), machine screws, bolts or welding on metal surfaces, and wood screws on wood construction. Note: Malleable nails of proper type may be used to anchor in wood construction in lieu of screws only where rigid support will be provided by their use. Use of power-driven studs is prohibited without express permission.
B. Structural and post tensioned concrete members shall not be drilled or pierced without prior approval.
C. Where outlets are installed in steel stud type systems, provide additional cross bracing, bridging and/or straps as required to make outlet completely rigid prior to application of wall facing material.
D. Design hangers and wall brackets so that maximum deflection will be no greater than 1/8".
3.08 EXCAVATION AND BACKFILL
A. All excavation and backfill required because of this work shall be included. Excavation of trenches shall be sequenced to minimize "open time" and inconvenience.
SECTION 26 0513
BASIC ELECTRICAL MATERIALS AND METHODS
MONTEBELLO SENIOR CENTER 26 0513 - 13
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B. Trenches shall be cut straight and true and shall be shored and braced where required. See other applicable divisions of the specifications - for specific methods and requirements.
3.09 WIRING DEVICES
A. Install devices of type indicated on drawings. All connections shall be made up tight and device set plumb. Use care in installing device in order to prevent damage to device and wire in outlet box.
B. Provide a device plate for each outlet to suit device installed and install blank plates or covers for conjunction boxes and empty outlets.
3.10 OVERCURRENT PROTECTIVE DEVICES
A. Install fuses where required as a protective device and in conformance with equipment manufacturer's specified requirements.
3.11 CONCRETE AND CONCRETE WORK
A. Concrete shall conform to requirements of Division 3 Section 03 3000 in these Specifications.
3.12 MECHANICAL WIRING AND CONNECTIONS
A. Work by Mechanical Contractor: Provide all motors and heating equipment included under Divisions 22 and 23. Furnish all control devices which directly handle the full load current of the motor or heating equipment. Provide all control wiring which does not directly control the full load motor or heating equipment current. Furnish identification signs for electrical components of mechanical system.
B. Work by Electrical Contractor: Provide all power feeders and final connect to all motors and electric heating equipment furnished under Divisions 22 and 23. Install and wire through all control devices which directly handle full load motor or electric heating equipment current, such a magnetic starters, line voltage thermostats, P.E. switches, etc., which are furnished by mechanical contractor. Locate where shown on the mechanical drawings. Install identification signs furnished under Divisions 22 and 23. Provide 120V outlet and dedicated circuit for control voltage; locate in each mechanical equipment room or area.
Provide disconnects for all mechanical equipment.
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BASIC ELECTRICAL MATERIALS AND METHODS
MONTEBELLO SENIOR CENTER 26 0513 - 14
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3.13 EQUIPMENT CONNECTIONS
A. Provide all final connections for items of equipment including power feeders and disconnects or receptacles as required. All equipment items will be furnished and set by others. Confirm with suppliers all rough-in data such as electrical characteristics, dimensions, locations, type of connection, etc., prior to installation.
END OF SECTION
SECTION 26 0519
LOW VOLTAGE WIRES (600 VOLT AC)
MONTEBELLO SENIOR CENTER 26 0519 - 1
REMODEL
PART 1 - GENERAL
1.1 SUMMARY
A. Provisions of Division 01 apply to this section.
B. Section Includes: Low-voltage wire, splices, terminations and installation.
1.2 SUBMITTALS
A. Provide in accordance with Division 01.
PART 2 - PRODUCTS
2.1 WIRES
A. Wires shall be single conductor type THHN or THWN insulated with polyvinyl chloride and covered with a protective sheath of nylon, rated at 600 volts. Wires may be operated at 90 degrees C. maximum continuous conductor temperature in dry locations, and 75 degrees C. in wet locations and shall be listed by UL Standard 83 for thermoplastic insulated wires, listed by Underwriter's Laboratories (UL) for installation in accordance with Article 310 of the California Electrical Code (CEC). Conductors shall be solid copper for 12 AWG and smaller conductors, and stranded copper for 10 AWG and larger conductors. Conductors shall be insulated with PVC and sheathed with nylon. Wires shall be identified by surface markings indicating manufacturer's identification, conductor size and metal, voltage rating, UL symbol, type designations and optional rating. Indentations for lettering are not permitted. Wires shall be tested in accordance with the requirements of UL standard for types THWN, or THHN.
B. Conductors shall be solid Class B or stranded Class C, annealed uncoated copper in accordance with UL standards, or another Nationally Recognized Testing Laboratory (NRTL).
2.2 STANDARDS
A. THWN/THHN wires shall comply with the following standards:
1. UL 83 for thermoplastic insulated wires.
2. UL 1063 for machine tool wires and cables.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Wires shall not be installed until debris and moisture is removed from conduits, boxes, and cabinets. Wires stored at site shall be protected from physical damage until they are installed and walls are completed.
B. Wire-pulling compounds furnished as lubricants for installation of conductors in raceways shall be compounds approved and listed by UL,
SECTION 26 0519
LOW VOLTAGE WIRES (600 VOLT AC)
MONTEBELLO SENIOR CENTER 26 0519 - 2
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NRTL, or equal. Oil, grease, graphite, or similar substances are not permitted. Pulling of 2 AWG or larger conductors shall be performed with a cable pull machine. Any runs shorter than 50 feet are exempt. When pulling conductors, do not exceed manufacturer’s recommended values C. The Project Inspector will observe installation of feeder cables. Notify the Project Inspector not less than two working days in advance of the proposed time of feeder installation.
D. At outlets for light, power, and signal equipment, pigtail splices with 8-inch circuit conductor leads for connection to fixtures, equipment, and devices.
E. Pressure cable connectors, pre-insulated 3M Scotchlok, Hubbell Power, OZ/Gedney or equal, Y, R or B spring-loaded twist-on type, may be furnished in splicing number 8 AWG or smaller wires for wiring systems; except public address and telephone systems.
F. Joints, splices, taps, and connections to switchboard neutral, bonding or grounding conductors, conductors to ground busses, and transformer connections for wires 6 gage and larger shall be performed with highpressure cable connectors approved for installation with copper conductors.
Connectors shall be insulated with heavy wall heat shrink WCSM, or coldapplied roll-on sleeve RVS. Insulation level shall be a minimum of 600V and joints, splices, and taps shall be qualified to ANSI C 119.1, UL, NRTL, or equal listed mechanical pressure connections.
G. Connections to any bussing and high-press cable connectors shall be securely bolted together with corrosion-resistant plated carbon steel, minimum grade five machine screws secured with constant pressure-type locking devices.
H. Connection of any bonding or grounding conductors shall be securely bolted together with corrosion-resistant plated carbon steel, minimum grade five machine screws secured with constant pressure-type locking devices.
I. Wire switchboards, panel cabinets, pull boxes, and other cabinets except public address, shall be neatly grouped and tied in bundles with nylon ties at 10-inch intervals. In switchboards, panels and terminal blocks, wires shall be fanned out to terminals. If bundles are longer than 24 inches, a maximum of nine current carrying conductors may be bundled together.
J. Install conductor lengths with a minimum length within the wiring space.
Conductors must be long enough to reach the terminal location in a manner that avoids strain on the connecting lug.
K. Maintain the conductor required bending radius.
L. Neutral conductors larger than 6 gage, which are not color identified throughout their entire length, shall be taped, painted white or natural gray, or taped white where they appear in switchboards, cabinet, gutters or pull boxes. Neutral conductors 6 gage and smaller shall be white color identified throughout their entire length.
SECTION 26 0519
LOW VOLTAGE WIRES (600 VOLT AC)
MONTEBELLO SENIOR CENTER 26 0519 - 3
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N. Wiring systems shall be free from short circuits and grounds, other than required grounds. The contractor shall be responsible for the testing of feeder and branch circuit conductor’s insulation resistance. The insulation of the conductors shall be tested prior to connections to any panelboards, switchboards, variable frequency drives, lighting control systems, LED drivers, and wiring devices such as but not limited to GFI receptacles, TVSS receptacles, or equipment. Insulation testing of panelboards and switchboards shall be independently performed from the insulation testing of any conductors as specified in other sections of this specification.
1. Utilize the services of an approved independent testing laboratory to perform megger time-resistance insulation testing of feeder conductors. Tests must be conducted with wires disconnected at both ends.
a. Provide calibration program records to assure the testing instrument to be within rated accuracy. The test equipment accuracy shall be in accord with the requirements stated by the National Institute of Standards and Technology (NIST). b. Test equipment shall be provided with a label stating the date of last calibration. As a minimum the equipment shall have been calibrated within the past 12 months.
c. Test reports shall include the following:
1) Identification of the testing organization.
2) Equipment identification.
3) Ambient conditions.
4) Identification of the testing technician.
5) Summary of project.
6) Description of equipment being tested.
7) Description of tests.
8) Test results.
9) Analysis, interpretation and recommendations.
2. Utilize the services of an approved independent testing laboratory or a qualified contractor’s employee (Technician certified in accordance with ANSI/NETA ETT-2000 Standard for Certification of Electrical Testing Personnel) to perform megger time-resistance insulation testing of branch circuit conductors. Tests must be conducted with wires disconnected at both ends.
a. Test equipment and report requirements stipulated under paragraph 3.01.N.1 apply to branch circuit testing.
3. Tests shall be performed in the presence of the Project Inspector.
4. Insulation resistance shall not be less than 100 mega-ohms.
SECTION 26 0519
LOW VOLTAGE WIRES (600 VOLT AC)
MONTEBELLO SENIOR CENTER 26 0519 - 4
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3.2 COLOR CODES
A. General Wiring:
1. Color code conductor insulation as follows:
SYSTEM VOLTAGE
Conductor 208Y/120 480Y/277
Phase A Black Brown
Phase B Red Orange
Phase C Blue Yellow
Neutral White Natural Gray
Neutrals shall be colored-distinguished if circuits of two voltage systems are used in the same raceway.
2. For phase and neutral conductors 6 gage or larger, permanent plastic-colored tape may be furnished to mark conductor end instead of coded insulation. Tape shall cover not less than 2 inches of conductor insulation within enclosure.
3.3 FEEDER IDENTIFICATION
A. Feeder wires and cables shall be identified at each point the conduit run is broken by a cabinet, box, gutter, etc. Where terminal ends are available, identification shall be by means of heat shrink wire markers, which provide terminal strain relief. Markers shall be by Tyco Electronics, Panduit, Brady Perma-Sleeve, or equal. Identification in other areas shall be by means of wrap-around tape markers from Tyco Electronics, Panduit, Brady PermaCode or equal. Markers shall include feeder designation, size, and description.
3.4 TAPE AND SPLICE KITS
A. Splices, joints, and connectors joining conductors in dry and wet locations shall be covered with insulation equivalent to that provided on conductors.
Free ends of conductors connected to energized sources shall be taped.
Voids in irregular connectors shall be filled with insulating compound before taping. Thermoplastic insulating tape approved by UL, NRTL, or equal for installation as sole insulation of splices shall be furnished and shall be installed according to manufacturer's printed specifications.
3.5 PROTECTION
A. Protect the Work of this section until Substantial Completion.
3.6 CLEANUP
A. Remove rubbish, debris and waste materials and legally dispose of the Project site.
END OF SECTION
SECTION 26 2726
WIRING DEVICES
MONTEBELLO SENIOR CENTER 26 2726 - 1
REMODEL
GENERAL
1.1 SUMMARY
A. Section Includes:
1. Wall switches.
2. Receptacles.
3. Device plates and box covers.
B. Related Documents: The Contract Documents, as defined in Section 011000 - Summary of Work, apply to the Work of this Section. Additional requirements and information necessary to complete the Work of this Section may be found in other documents.
C. Related Sections:
1. As specified in Section 26 0500 - Common Work Results for Electrical.
1.2 REFERENCES
A. As specified in Section 26 0500 - Common Work Results for Electrical.
B. National Electrical Manufacturers Association (NEMA):
1. NEMA WD 1 - General Requirements for Wiring Devices.
2. NEMA WD 6 - Wiring Device -- Dimensional Requirements.
1.3 SUBMITTALS
A. As specified in Section 26 0500 - Common Work Results for Electrical.
1.4 QUALITY ASSURANCE
A. As specified in Section 26 0500 - Common Work Results for Electrical.
B. Qualifications:
1. Manufacturer: Company specializing in manufacturing the Products specified in this section with minimum 5 years documented experience.
SECTION 26 2726
WIRING DEVICES
MONTEBELLO SENIOR CENTER 26 2726 - 2
REMODEL
PART 2 - PRODUCTS
2.1 WALL SWITCHES
A. Manufacturers: Subject to compliance with project requirements, manufacturers offering specified items which may be incorporated in the Work include the following:
1. Hubbell, Inc.
2. Leviton Manufacturing, Company, Inc.
3. Pass & Seymour.
4. Section 01 6000 - Product Requirements: Product options and substitutions. Substitutions: Permitted.
B. Provide 20 Amp, 120/277V, specification grade, flush, single pole toggle switches with side and back wired screw terminals. All switches shall be equipped with grounding screws.
C. Single Pole Switch:
1. Leviton Cat. No.1221-2.
2. P&S Cat. No. PS20AC1I.
3. Hubbell Cat. No. HBL1221.
D. Color: White unless indicated otherwise.
2.2 RECEPTACLES
A. Manufacturers: Subject to compliance with project requirements, manufacturers offering specified items which may be incorporated in the Work include the following:
1. Leviton Manufacturing, Company, Inc.
2. Pass & Seymour.
3. Hubbell, Inc.
4. Section 01 6000 - Product Requirements: Product options and substitutions. Substitutions: Permitted.
B. Provide duplex, specification grade, 20 Amp, 120 Volt, 2 pole, 3 wire receptacles with grounding screw.
C. Duplex Convenience Receptacle:
1. Leviton Cat. No. 5362.
2. P&S Cat. No. 5362.
3. Hubbell Cat. No. HBL5352.
D. GFCI Receptacle (Side Wired Feed-Thru):
1. Leviton Cat. No. 6599.
2. P&S Cat. No. 2091-SHG.
SECTION 26 2726
WIRING DEVICES
MONTEBELLO SENIOR CENTER 26 2726 - 3
REMODEL
3. Hubbell Cat. No. HBLGF5362.
E. Color: White unless indicated otherwise.
2.3 WALL PLATES
A. Manufacturers: Subject to compliance with project requirements, manufacturers offering specified items which may be incorporated in the Work include the following:
1. P&S Sierra.
2. Hubbell.
3. Leviton.
4. Section 01 6000 - Product Requirements: Product options and substitutions. Substitutions: Permitted.
B. Cover Plate: White smooth thermoplastic.
1. Sierra TP8-W.
C. Weatherproof Cover Plate: Gasketed cast metal with hinged gasketed device, listed as weather proof while in use.
1. Red Dot cast aluminum.
PART 3 - EXECUTION
3.1 EXAMINATION
A. As specified in Section 26 0500 - Common Work Results for Electrical.
B. Verification of Conditions: Verify that field measurements, surfaces, substrates and conditions are as required, and ready to receive Work.
1. Verify that outlet boxes are installed at proper height for accessibility compliance.
2. Verify that wall openings are neatly cut and will be completely covered by wall plates.
3. Verify that branch circuit wiring installation is completed, tested, and ready for connection to wiring devices.
3.2 PREPARATION
A. Provide extension rings to bring outlet boxes flush with finished surface.
B. Clean debris from outlet boxes.
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WIRING DEVICES
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3.3 INSTALLATION
A. Install in accordance with NECA "Standard of Installation." B. Install devices plumb and level.
C. Install switches with OFF position down.
D. Install receptacles with grounding pole on bottom.
E. Connect wiring device grounding terminal to branch circuit equipment grounding conductor.
F. Connect wiring devices by wrapping conductor 2/3 of screw diameter in clockwise direction around screw terminal. Tighten screw to 12 pound-inches.
Do not use spring pressure devices for wire connections.
G. Install cover plates on switch, receptacle, and blank outlets.
3.4 CONSTRUCTION
A. Interface with other work:
1. Coordinate locations of outlet boxes per drawings and comply with mounting height for accessibility per 2019 CBC 11B-308 Reach Ranges.
3.5 FIELD QUALITY CONTROL
A. As specified in Section 26 0500 - Common Work Results for Electrical.
B. Inspect each wiring device for defects.
C. Operate each wall switch with circuit energized and verify proper operation.
D. Verify that each receptacle device is energized.
E. Test each receptacle device for proper polarity.
F. Test each GFCI receptacle device for proper operation.
3.6 ADJUSTING
A. Adjust devices and wall plates to be flush, level and plumb with wall.
3.7 CLEANING
SECTION 26 2726
WIRING DEVICES
MONTEBELLO SENIOR CENTER 26 2726 - 5
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A. Section 01 7000 Execution and Closeout Requirements: Cleaning installed work.
B. Clean exposed surfaces to remove splatters and restore finish.
END OF SECTION
SECTION 26 5100
INTERIOR LIGHTING
MONTEBELLO SENIOR CENTER 26 5100 - 1
REMODEL
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Interior luminaires and accessories.
2. Drivers.
B. Substitutions:
1. Or approved equal if permitted in Division 1 - Product Requirements:
Product options and substitutions.
C. Related Documents: The Contract Documents, as defined in Summary of Work, apply to the work of this section. Additional requirements and information necessary to complete the work of this section may be found in other documents.
D. Related Sections:
1. Section 26 0500 - Common Work Results for Electrical.
1.2 REFERENCES
A. As specified in Section 26 0500 - Common Work Results for Electrical.
B. National Electrical Manufacturers Association (NEMA):
1. NEMA WD 6 - Wiring Devices-Dimensional Requirements.
C. Federal Communications Commission Parts 18.305, 18.307 (EMI RFI)
1.3 SUBMITTALS
A. Division 1 – Submittal Procedures: Procedures for submittals.
B. As specified in Section 26 0500 - Common Work Results for Electrical.
1. Product Data: Provide dimensions, ratings, and performance data for each fixture specified.
2. Assurance/Control Submittals:
a. Manufacturer's Instructions: Indicate application conditions and limitations of use stipulated by product testing agency. Include instructions for storage, handling, protection, examination, preparation, and installation of Product.
C. Division 1 - Closeout Procedures and Training: Procedures for closeout submittals:
1. Operation and Maintenance Data: Submit manufacturer's operation and maintenance instructions for each type of fixture.
SECTION 26 5100
INTERIOR LIGHTING
MONTEBELLO SENIOR CENTER 26 5100 - 2
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1.4 QUALITY ASSURANCE
A. As specified in Section 26 0500 - Common Work Results for Electrical.
1.5 WARRANTY
A. Comply with Division 1 requirements.
B. Provide a two-year labor warranty.
C. Special Warranty for LEDs’ and Drivers: Manufacturers standard form in which manufacturer of LED’s and drivers agrees to replace components that fails in materials or workmanship within specified warranty period.
1. LED arrays: 10 years from date of Beneficial Occupancy.
2. Drivers: 10 years from date of Beneficial Occupancy.
1.6 MAINTENANCE
B. Extra Products: At completion of installation, deliver to Engineer.
1. Two of each luminaire lens type.
PART 2 - PRODUCTS
2.1 LED LUMINAIRES
A. General: Except as otherwise indicated, provide LED luminaries, of types and sizes indicated on fixture schedules. Furnish and install LED light fixture with permanently-fixed LED lamp module, complete with dedicated LED drivers and required mounting hardware. Prior to ordering fixtures, verify mounting methods and finishes.
B. Luminaries to be provided under this scope include the following:
1. Deco Lighting 4’ Surface Mounted LED V2S-D-4-M-40-U.
2. Surelites Exit Signage CAR717000R.
3. Deco Lighting Wall Pack D470-LED-354050-U-Z.
C. Material and specifications for each luminaire are as follows:
1. Each luminaire shall consist of an assembly that utilizes LEDs as the light source. In addition, a complete luminaire shall consist of a housing, LED array, and electronic driver (power supply).
2. Each luminaire shall be rated for a minimum operational life of 50,000 hours at an average operating time of 12.0 hours per day. This life rating must be conducted at 40°C ambient temperature.
3. The rated operating temperature range shall be -30°C to +40°C.
4. Each luminaire can operate above 100°F [37°C], but not expected to comply with photometric requirements at elevated temperatures.
SECTION 26 5100
INTERIOR LIGHTING
MONTEBELLO SENIOR CENTER 26 5100 - 3
REMODEL
5. Photometry must be compliant with IESNA LM-79 and shall be conducted at 25°C ambient temperature.
6. The individual LEDs shall be constructed such that a catastrophic loss or the failure of one LED will not result in the loss of the entire luminaire.
7. Luminaire shall be constructed such that LED modules may be replaced or repaired without replacement of whole luminaire.
8. Each luminaire shall be listed with Underwriters Laboratory, Inc. under UL1598 for luminaires, or an equivalent standard from a nationally recognized testing laboratory.
PART 3 - EXECUTION
3.1 EXAMINATION
A. As specified in Section 26 0500 - Common Work Results for Electrical.
3.2 INSTALLATION
A. Install surface mounted luminaires and exit luminaire signs plumb and adjust to align with building lines and with each other. Secure to prevent movement.
Mount exit signs to outlet box mounted flush in wall or ceilings. Outlet box for ceiling mounted exit signs: Connect to rigid conduit system.
B. Install wall mounted luminaires at height as scheduled.
C. Install accessories furnished with each luminaire.
D. Bond products and metal accessories to branch circuit equipment grounding conductor.
3.3 FIELD QUALITY CONTROL
A. As specified in Section 26 0500 - Common Work Results for Electrical.
B. Operate each luminaire after installation and connection. Inspect for proper connection and operation.
3.4 ADJUSTING
A. Aim and adjust luminaires as directed by the Engineer.
B. Position exit luminaire sign directional arrows as indicated.
SECTION 26 5100
INTERIOR LIGHTING
MONTEBELLO SENIOR CENTER 26 5100 - 4
REMODEL
3.5 CLEANING
A. Conform to Division 1 - Execution: Cleaning installed work.
B. Clean electrical parts to remove conductive and deleterious materials.
C. Remove dirt and debris from enclosures.
D. Clean photometric control surfaces as recommended by manufacturer.
E. Clean finishes and touch up damage.
Payment for items of work identified in Division 26 as identified in the plans and these specifications shall be based on the unit bid pricing for items of work identified as Electrical on the Bid Schedule.
END OF SECTION
APPENDIX “B”
DEPARTMENT OF INDUSTRIAL RELATIONS (DIR)
CONTRACTOR REGISTRATION NUMBER FORM
Department of Industrial Relations (DIR) Contractor
Registration Number
Beginning July 1, 2014, contractors must register with the Department of Industrial Relations (DIR) before bidding on public works contracts in California. For more information, please refer to this section of the Department of Industrial Relations Website:
http://www.dir.ca.gov/Public-Works/PublicWorks.html.
Per this requirement, provide the following information:
___________________________________________________________________ Contractor Name
Contractor Department of Industrial Relations Registration Number:
Expiration Date of Registration Number
*(THIS FORM MUST BE SUBMITTED WITH THE SEALED BID) *
APPENDIX “C”
FEDERAL COMMUNITY DEVELOPMENT BLOCK GRANT FORMS
Federal Forms and Other Requirements:
1. Federal Labor Standards Provisions (HUD - 4010) . . . . . . . . . . . Page 2
2. Equal Employment Opportunity Clause . . . . . . . . . . . . . . . . . . . Page 12
3. Clean Air and Water Acts . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 21
4. Labor Codes Section 1771 – 1815 . . . . . . . . . . . . . . . . . . . . . . . . Page 22
5. Certification of Understanding and Authorization * . . . . . . . . . Page 27
6. Equal Employment Opportunity Commitment * . . . . . . . . . . . . Page 28
7. Report of Additional Classification and Rate ** . . . . . . . . . . . . . Page 29
8. Bidders Questionnaire * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 30
9. Non-Segregated Facilities Certification * . . . . . . . . . . . . . . . . . . Page 32
10. Past Performance Certification * . . . . . . . . . . . . . . . . . . . . . . . . . Page 33
11. Federal Lobbyist Certification * . . . . . . . . . . . . . . . . . . . . . . . . . . Page 35
12. Worker’s Compensation Certification * . . . . . . . . . . . . . . . . . . . Page 35
14. Declaration of Intent with Section 3 * . . . . . . . . . . . . . . . . . . . . .Page 37
15. Notice of Section 3 Commitment * . . . . . . . . . . . . . . . . . . . . . . . Page 38
16. Section 3 Business Concern Certification * . . . . . . . . . . . . . . . . . Page 39 * Must Submit Form with Bid
** Must Submit Form with Bid If Needed
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17. Section 3 Self-Certification Form . . . . . . . . . . . . . . . . . . . . . . . . . Page 40
18. Section 3 Qualitative Efforts for Contractors . . . . . . . . . . . . . . . Page 42
13. List of Proposed Subcontractors * . . . . . . . . . . . . . . . . . . . . . . . Page 36
19. Federal Wage Decision Number . . . . . . . . . . . . . . . . . . . . . . . . . Page 45
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1 EQUAL EMPLOYMENT OPPORTUNITY CLAUSE.
During the performance of this contract, the contractor agrees as follows:
a. The contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. The contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment without regard to their race, color, religion, sex, or national origin. Such action shall include, but not be limited to the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause.
b. The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, or national origin. c. The contractor will send to each labor union or representative of workers with which he/she has a collective bargaining agreement or other contract or understanding, a notice to be provided, advising the said labor union or workers’ representative of the contractor’s commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment.
d. The contractor will comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. e. The contractor will furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by the rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his/her books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders.
f. In the event of the contractor’s noncompliance with the nondiscrimination clause of this contract or with any of the said rules, regulations, or orders, this contract may be canceled, terminated, or suspended in whole, or in part, and the contractor may be declared ineligible for further government contracts or federally assisted construction contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. g. The contractor will include the provisions of Paragraph 1a through 1g in every subcontract or purchase order unless exempted by rule, regulations, or orders of the Secretary of Labor issued pursuant to Section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The contractor will take such action with respect to any subcontract or purchase order as the administering agency may direct as a means of enforcing such provisions, including sanctions for noncompliance. Provided, however, that in the event a contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the administering agency, the contractor may request the United States to enter into such litigation to protect the interests of the United States. << Page 12>>
2 EQUAL EMPLOYMENT SPECIFICATIONS
(Executive Order 11246).
a. As used in these specifications:
(1) Covered area means the geographical area described in the solicitation from which this contract resulted;
(2) Director means Director, Office of Federal Contract Compliance Programs, United States Department of Labor, or any person to whom the Director delegates authority;
(3) Employer Identification Number (EIN) means the Federal Social Security Number used on the Employer’s Quarterly Federal Tax Return, United States Treasury Department Form 941.
(4) Minority includes:
(a) Black (all persons having origins in any of the Black African racial groups not of Hispanic origin)
(b) Hispanic (all persons of Mexican, Puerto Rican, Cuban, Central or South American or other Spanish culture or origin, regardless of race); (c) Asian and Pacific Islander (all persons having origins in any of the original peoples of the Far East, Southeast Asia, the Indian Subcontinent, or the pacific Islands); and
(d) American Indian or Alaskan Native (all persons having origins in any of the original peoples of North America and maintaining identifiable tribal affiliations through membership and participation or community identification). b. Whenever the contractor, or any subcontractor at any tier, subcontracts a portion of the work involving any construction trade, it shall physically include in each subcontract in excess of $10,000 the provisions of these specifications and the notice which contains the applicable goals for minority and female participation and which is set forth in the solicitations from which this contract resulted.
c. If the contractor is participating (pursuant to 41 CFR Part 60-4.5) in a Hometown Plan approved by the United States Department of Labor in the covered area either individually or through an association, its affirmative action obligations on all work in the Plan area (including goals and time tables) shall be in accordance with that Plan for those trades which have unions participating in the Plan. Contractors must be able to demonstrate their participation in and compliance with the provisions of any such Hometown Plan. Each contractor or subcontractor participating in an approved Plan is individually required to comply with its obligations under the EEO Clause, and to make a good faith effort to achieve each goal under the Plan in each trade in which it has employees. The overall good faith performance by other contractors or subcontractors toward a goal in an approved Plan does not excuse any covered contractor’s or subcontractor’s failure to take good faith efforts to achieve the Plan goals and timetables. d. The contractor shall implement the specific affirmative action standards provided in paragraphs 3g (1) through 3g (16) of these specifications. The goals set forth in the solicitation from which this contract resulted are expressed as percentages of the total hours of employment and training of minority and female utilization the contractor should << Page 13>>
3 reasonable be able to achieve in each construction trade in which it has employees in the covered area. Covered construction contractors performing construction work in geographical areas where they do not have a Federal or federally assisted construction contract shall apply the minority and female goals established for the geographical area where the work is being performed. Goals are published periodically in the Federal Register in notice form, and such notices may be obtained from any Office of Federal Contract Compliance Programs office or from Federal procurement contracting officers.
The contractor is expected to make substantially uniform progress in meeting its goals in each craft during the period specified.
e. Neither the provisions of any collective bargaining agreement nor the failure by a union with whom the contractor has a collective bargaining agreement, to refer either minority or women shall excuse the contractor’s obligations under these specifications, Executive Order 11246 or the regulations promulgated pursuant thereto. f. In order for the nonworking training hours of apprentices and trainees to be counted in meeting the goals, such apprentices and trainees must be employed by the contractor during the training period, and the contractor must have made a commitment to employ the apprentices and trainees at the completion of their training, subject to the availability of employment opportunities. Trainees must be trained pursuant to training programs approved by the United States Department of Labor.
g. The contractor shall take specific affirmative actions to ensure equal employment opportunity. The evaluation of the contractor’s compliance with these specifications shall be based upon its effort to achieve maximum results from its actions. The contractor shall document these efforts fully, and shall implement affirmative action steps at least as extensive as the following:
(1) Ensure and maintain working environment free of harassment, intimidation, and coercion at all sites, and in all facilities at which the contractor’s employees are assigned to work. The contractor, where possible, will assign two or more women to each construction project. The contractor shall specifically ensure that all foremen, superintendents, and other on-site supervisory personnel are aware of and carry out the contractor’s obligation to maintain such a working environment, with specific attention to minority or female individuals working at such sites or in such facilities. (2) Establish and maintain a current list of minority and female recruitment sources, provide written notification to minority and female recruitment sources and to community organizations when the contractor or its unions have employment opportunities available, and maintain a record of the organization’s responses. (3) Maintain a current file of the name, address, and telephone numbers of each minority and female off-the street applicant and minority or female referral from a union, a recruitment source, or community organization and of what action was taken with respect to each such individual. If such individual was sent to the union hiring hall for referral and was not referred back to the contractor by the union or, if referred, not employed by the contractor, this shall be documented in the file with the reason therefore, along with whatever additional actions the contractor may have taken. (4) Provide immediate written notification to the Director when the union or unions with which the contractor has a collective bargaining agreement has not referred to the contractor a minority person or woman sent by the contractor, or when the contractor has other information that the union referral process has impeded the contractor’s efforts to meet its obligations.
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4 (5) Develop on-the-job training opportunities and/or participate in training programs for the area which expressly include minorities and women, including upgrading programs and apprenticeship and trainee programs relevant to the contractor’s employment needs, especially those programs funded or approved by the Department of Labor.
The contractor shall provide notice of these programs to the sources compiled under 3g (2) above.
(6) Disseminate the contractor’s EEO policy by providing notice of the policy to unions and training programs and requesting their cooperation in assisting the contractor in meeting its EEO obligations; by including it in any policy manual and collective bargaining agreement; by publicizing it in the company newspaper, annual report, etc.; by specific review of the policy with all management personnel and with all minority and female employees at least once a year; and by posting the company EEO policy on bulletin boards accessible to all employees at each location where construction work is performed.
(7) Review, at least annually, the company’s EEO policy and affirmative action obligations under these specifications with all employees having any responsibility for hiring, assignment, layoff, termination or other employment decisions including specific review of these items with on- site supervisory personnel such as Superintendents, General Foremen, etc., prior to the initiation of construction work at any job site. A written record shall be made and maintained identifying the time and place of these meetings, persons attending, subject matter discussed, and disposition of the subject matter.
(8) Disseminate the contractor’s EEO policy externally by including it in any advertising in the news media, specifically including minority and female news media, and providing written notification to and discussing the contractor’s EEO policy with other contractors and subcontractors with whom the contractor does or anticipates doing business. (9) Direct its recruitment efforts, both oral and written, to minority, female, and community organizations; to schools with minority and female students; and to minority and female recruitment and training organizations serving the contractor’s recruitment area and employment needs. Not later than one month prior to the date for the acceptance of applications for apprenticeship or other training by any recruitment sources, the contractor shall send written notification to organizations such as the above, describing the opening, screening procedures, and tests to be used in the selection process. (10) Encourage present minority and female employees to recruit other minority persons and women and, where reasonable, provide after school, summer, and vacation employment to minority and female youth, both on the site and in other areas of a contractor’s work force.
(11) Validate all tests and other selection requirements where there is an obligation to do so under 41 CFR Part 60-3, Uniform Guidelines on Employee Selection Procedures. (12) Conduct, at least annually, an inventory and evaluation at least of all minority and female personnel for promotional opportunities and encourage these employees to seek or to prepare for, through appropriate training, etc., such opportunities. (13) Ensure that seniority practices, job classifications, work assignments, and other personnel practices do not have a discriminatory effect by continually monitoring all personnel and employment-related activities toensure that the EEO policy and the contractor’s obligations under these specifications are being carried out. << Page 15>>
5 (14) Ensure that all facilities and company activities are non-segregated except that separate or single-user toilet and necessary changing facilities shall be provided to assure privacy between the sexes.
(15) Document and maintain a record of all solicitations of offers for subcontracts from minority and female construction contractors and suppliers, including circulation of solicitations to minority and female contractor associations and other business associations.
(16) Conduct a review, at least annually, of all supervisors’ adherence to and performance under the contractor’s EEO policies and affirmative action obligations. h. Contractors are encouraged to participate in voluntary associations which assist in fulfilling one or more of their affirmative action obligations 3g(1) through (16). The efforts of a contractor association, joint contractor-union, contractor-community, or other similar group of which the contractor is a member and participant, may be asserted as fulfilling any one or more of its obligations under 3g(1) though (16) of these specifications provided that the contractor actively participates in the group, makes every effort to ensure that the group has a positive impact on the employment of minorities and women in the industry, ensures that the concrete benefits of the program are reflected in the contractor’s minority and female work force participation, makes a good faith effort to meet its individual goals and timetables, and can provide access to documentation which demonstrates the effectiveness of actions taken on behalf of the contractor. The obligation to comply, however, is the contractor’s, and failure of such a group to fulfill an obligation shall not be a defense for the contractor’s noncompliance.
i. A single goal for minorities and a separate single goal for women have been established.
The contractor, however, is required to provide equal employment opportunity and to take affirmative action for all minority groups, both male and female, and all women, both minority and non-minority. Consequently, the contractor may be in violation of the Executive Order if a particular group is employed in a substantially disparate manner (for example, even though the contractor has achieved its goals for women generally, the contractor may be in violation of the Executive Order if a specific minority group of women is underutilized).
j. The contractor shall not use the goals and timetables of affirmative action standards to discriminate against any person because of race, color, religion, sec or national origin. k. The contractor shall not enter into any subcontract with any person or firm debarred from Government contracts pursuant to Executive Order 11246. l. The contractor shall carry out such sanctions and penalties for violation of these specifications and of the Equal Opportunity Clause, including suspension, termination, and cancellation of existing subcontracts as may be imposed or ordered pursuant to Executive Order 11246, as amended, and its implementing regulations, by the Office of Federal Contract Compliance Programs. Any contractor who fails to carry out such sanctions and penalties shall be in violation of these specifications and Executive Order 11246, as amended.
m. The contractor, in fulfilling its obligations under these specifications, shall implement specific affirmative actions steps, at least as extensive as those standards prescribed in Paragraph 3g of these specifications, so as to achieve maximum results from its efforts to ensure equal employment opportunity. If the contractor fails to comply with the requirements of the Executive Order, the implementing regulations, or these << Page 16>>
6 specifications, the Director shall proceed in accordance with 41 CFR Part 60-1.8 (Show Cause Notice).
n. The contractor shall designate a responsible official to monitor all employment related activity to ensure that the company EEO policy is being carried out, to be required by the Government and to keep records. Records shall at least include for each employee the name, address, telephone numbers, construction trade, union affiliation, if any, employee identification number when assigned, social security number, race, sex, status (e.g., mechanic, apprentice, trainee, helper, or laborer), dates of changes in status, hours worked per week in the indicated trade, rate of pay, and locations at which the work was performed. Records shall be maintained in an easily understandable and retrievable form; however, to the degree that existing records satisfy this requirement, contractors shall not be required to maintain separate records.
o. Nothing herein provided shall be construed as a limitation upon the application of other laws which establish different standards of compliance or upon the application of requirements for the hiring of local or other area residents (e.g., those under the Public Works Employment Act of 1977 and the Community Development Block Grant Program). p. The Director, from time to time, shall issue goals and timetables for minority and female utilization which shall be based on appropriate work force, demographic or other relevant data and which shall cover construction projects or construction contracts performed in specific geographic areas. The goals, which shall be applicable to each construction trade in a covered contractor’s or subcontractor’s entire work force which is working in the area covered by the goals and timetables, shall be published as notices in the Federal Register, and shall be inserted by the contracting officers and applicants, as applicable, in the Notice required by 41 CFR 60-4.2.
SPECIFIC EQUAL EMPLOYMENT OPPORTUNITY REQUIREMENTS.
For a federally assisted construction contract in excess of $10,000, the contractor/subcontractor shall:
a. Forward the following EEO certification forms to the contract awarding authority prior to contract award: Certification of Non-segregated Facilities and Certification with Regard to the Performance of Previous Contracts or Subcontracts Subject to the Equal Opportunity Clause and the Filing of Required Reports.
b. Submit a notification of subcontracts awarded to the Director, Office of Federal Contract Compliance Programs, United States Department of Labor - ESA, 200 Constitutional Avenue, NW, Room C3325, Washington, D.C., 20210, within 10 working days of award of any subcontract in excess of $10,000, listing the name, address, and telephone number of the subcontractor; employer identification number; estimated dollar amount of the subcontract; estimated starting date and completion dates of the subcontract; and the geographical area in which the contract is to be performed. c. Send a notice of the contractor’s commitment to equal employment opportunity to labor unions or representatives of workers prior to commencement of construction work. d. Display an equal employment opportunity poster in a conspicuous place available to employees and applicants for employment.
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7 e. For contracts in excess of $10,000, bind subcontractors to the Federal Equal Employment Opportunity requirements by including the provisions of Paragraphs 1 through 3, above, in the subcontract.
f. Upon commencement of construction work and until the work is completed, forward the Monthly Employment Utilization Report (Form CC-257) to the contract awarding authority by the end of each work month. With the initial monthly report, the contractor/subcontractor shall attach the Contractor’s List of Federal and Non-Federal Work in Bid Condition Area to the monthly report.
NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL
EMPLOYMENT OPPORTUNITY
(Executive Order 11246)
a. The Offeror or Bidder’s attention is called to the Equal Opportunity Clause and the Standard Federal Equal Employment Specifications set forth herein. b. The goals and timetables for minority and female participation, expressed in percentage terms for the contractor’s aggregated work force in each trade on all construction work in the covered area, are as follows:
Goals for Minority and Female Participation in Timetables, Each Trade: 28.3%, 6.9% These goals are applicable to all the contractor’s construction work (whether or not it is Federal or federally assisted) performed in the covered area. If the contractor performs construction work in a geographical area located outside of the covered area, it shall apply the goals established for such geographical area where the work is actually performed.
With regard to this second area, the contractor also is subject to the goals for both its federally involved and non-federally involved construction.
The contractor’s compliance with the Executive Order and the regulations in 41 CFR Part 60-4 shall be based on its implementation of the Equal Opportunity Clause, specific affirmation action obligations required by the specifications set forth in 41 CFR Part 60-
4.3(a), and its efforts to meet the goals. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract and in each trade, and the contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from contractor to contractor or from project to project for the sole purpose of meeting the contractor’s goals shall be a violation of the contract, the Executive Order, and the regulations of 41 CFR Part 60-4. Compliance with the goals will be measured against the total work hours performed.
c. The contractor shall provide written notification to the Director of the Office of Federal Contract Compliance Programs within ten (10) working days of award of any construction subcontract in excess of $10,000 at any tier for construction work under the contract resulting from this solicitation. The notification shall list the name, address, and telephone number of the subcontractor; employer identification number of the subcontractor; estimated dollar amount of the subcontract; estimated starting and completion dates of the subcontract; and the geographical area in which the contract is to be performed. << Page 18>>
8 d. As used in this notice, and in the contract resulting from this solicitation, the covered area is the Standard Metropolitan Statistical Area of Los Angeles-Long Beach, specifically the County of Los Angeles, State of California.
CONTRACTING WITH SMALL BUSINESS, MINORITY FIRMS, WOMEN’S BUSINESS ENTERPRISE AND LABOR SURPLUS AREA FIRMS.
a. It is national policy to award a fair share of contracts to Small business and Minority Firms.
Accordingly, affirmative steps must be taken to assure that Small Business and Minority Firms are utilized when possible, as sources of supplies, equipment, construction and services. Affirmative steps include the following:
1. Including qualified Small Business and Minority Firms on solicitation lists.
2. Assuring that Small Business and Minority Firms are solicited whenever they are potential sources.
3. When economically feasible, dividing total requirements into smaller tasks or quantities so as to permit maximum Small Business and Minority Firm participation.
4. Where the requirement permits, establishing delivery schedules which will encourage participation by Small Business and Minority Firms.
5. Using the services and assistance of the Small Business Administration and the Minority Business Development Agency of the Department of Commerce, as required.
6. If any subcontracts are to be let, requiring the prime contractor to take the affirmative steps in a1 through a5 above.
b. Grantees shall take similar appropriate affirmative action in support of Women’s Business Enterprises.
c. Grantees are encouraged to procure goods and services from Labor Surplus Areas.
CIVIL RIGHTS ACT OF 1964. Under Title VI of the Civil Rights Act of 1964, no person shall, on the grounds of race, color, or national origin, be excluded from participation in, be denied the benefits of, or be subjected to discrimination under any program or activity receiving Federal financial assistance.
SECTION 503 OF THE REHABILITATION ACT OF 1973. Any contract in excess of $10,000 entered into by any Federal department or agency for the procurement of personal property and non-personal services (including construction) for the United States shall contain a provision requiring that the party contracting with the United States shall take affirmative action to employ and advance in employment qualified individuals with disabilities. No otherwise qualified individual with handicaps in the United States shall, solely by reason of his or her handicap, be excluded from the participation in, be denied the benefits of, or be subjected to discrimination under any program or activity receiving Federal assistance.
SECTION 109 OF THE HOUSING AND COMMUNITY DEVELOPMENT ACT OF 1974. No person in the United States on the grounds of race, color, national origin, or sex be excluded from << Page 19>>
9 participation in, be denied the benefits of, or be subjected to discrimination under any program or activity funded in whole or in part with funds made available under this title.
VIETNAM ERA VETERANS' READJUSTMENT ASSISTANCE ACT OF 1974, as amended.
Covered contracts entered into by any department or agency for the procurement of personal property and non- personal services (including construction) for the United States, shall contain a provision requiring that the party contracting with the United States shall take affirmative action to employ and advance in employment qualified special disabled veterans, veterans of the Vietnam era and any other veterans who served on active duty during a war or in a campaign or expedition for which a campaign badge has been authorized. The provisions of this section shall apply to any subcontract entered into by a prime contractor in carrying out any contract for the procurement of personal property and non-personal services (including construction) for the United States.
AGE DISCRIMINATION ACT OF 1975. No person in the Unites States shall, on the basis of age, be excluded from participation in, be denied the benefits of, or be subjected to discrimination under any program or activity receiving Federal financial assistance. << Page 20>>
COMPLIANCE WITH CLEAN AIR AND WATER ACTS
(Applicable to federally assisted construction contracts and related subcontracts exceeding $150,000)
During the performance of this contract, the contractor and all subcontractors shall comply with the requirements of the Clean Air Act, as amended, 42 USC 1857 et seq., the Federal. Water Pollution Control Act, as amended, 33 USC 1251 et seq., and the regulations of the Environmental Protection Agency with respect thereto, at 40 CFR Part 15, as amended.
In addition to the foregoing requirements, all nonexempt contractors and subcontractors shall furnish to the owner, the following:
1. A stipulation by the contractor or subcontractors, that any facility to be utilizes) in the performance of any non exempt contract or subcontract,. is not listed on the List of Violating Facilities issued by the Environmental Protection Agency (EPA) pursuant to 40 CFR 15.20.
2. Agreement by the contractor to comply with all the requirements of Section 114 of the Clean Air Act, as amended, (42 USC 1857c-8) and Section 308 of the Federal Water Pollution Control Act, as amended, (33 USC 1318) relating to inspection, monitoring, entry, reports and information, as well as all other requirements specified in said Section 114 and Section 308, and all regulations and guidelines issued there under.
3. A stipulation that as a condition for the award of the contract, prompt notice will be given of any notification received from the Director, Office of Federal Activities, EPA, indicating that .a facility utilized, or to be utilized for the contract, is under consideration to be listed on the EPA List of Violating Facilities.
4. Agreement by the contractor that he will include, or cause to be included, the criteria and requirements in paragraph (1) through (4) of this section in every nonexempt subcontract and requiring that the contractor will take such action as the government may direct as a means of enforcing such provisions. << Page 21>>
LABOR CODE SECTIONS
(1771, 1774, 1775, 1776,1777.5, 1813, AND 1815)
§1771. Except for public works projects of one thousand dollars ($1,000) or less, not less than the general prevailing rate of per diem wages for work of a similar character in the locality in which the public work is performed, and not less than the general prevailing rate of per diem wages for holiday and overtime work fixed as provided in this chapter, shall be paid to all workers employed on public works.
This section is applicable only to work performed under contract, and is not applicable to work carried out by a public agency with its own forces. This section is applicable to contracts let for maintenance work. §1774. The contractor to whom the contract is awarded, and any subcontractor under him, shall pay not less than the specified prevailing rates of wages to all workmen employed in the execution of the contract. §1775.
(a) (1) The contractor and any subcontractor under the contractor shall, as a penalty to the state or political subdivision on whose behalf the contract is made or awarded, forfeit not more than fifty dollars ($50) for each calendar day, or portion thereof, for each worker paid less than the prevailing wage rates as determined by the director for the work or craft in which the worker is employed for any public work done under the contract by the contractor or, except as provided in subdivision (b), by any subcontractor under the contractor. (2) (A) The amount of the penalty shall be determined by the Labor Commissioner based on consideration of both of the following:
(i) Whether the failure of the contractor or subcontractor to pay the correct rate of per diem wages was a good faith mistake and, if so, the error was promptly and voluntarily corrected when brought to the attention of the contractor or subcontractor.
(ii) Whether the contractor or subcontractor has a prior record of failing to meet its prevailing wage obligations.
(B) The penalty may not be less than ten dollars ($10) for each calendar day, or portion thereof, for each worker paid less than the prevailing wage rate, unless the failure of the contractor or subcontractor to pay the correct rate of per diem wages was a good faith mistake and, if so, the error was promptly and voluntarily corrected when brought to the attention of the contractor or subcontractor. (i) The penalty may not be less than twenty dollars ($20) for each calendar day, or portion thereof, for each worker paid less than the prevailing wage rate, if the contractor or subcontractor has been assessed penalties within the previous three years for failing to meet its prevailing wage obligations on a separate contract, unless those penalties were subsequently withdrawn or overturned.
(ii) The penalty may not be less than thirty dollars ($30) for each calendar day, or portion thereof, for each worker paid less than the prevailing wage rate, if the Labor Commissioner determines that the violation was willful, as defined in subdivision (c) of Section 1777.1. (C) When the amount due under this section is collected from the contractor or subcontractor, any outstanding wage claim under Chapter 1 (commencing with Section 1720) of Part 7 of Division 2 against that contractor or subcontractor shall be satisfied before applying that amount to the penalty imposed on that contractor or subcontractor pursuant to this section. (D) The determination of the Labor Commissioner as to the amount of the penalty shall be reviewable only for abuse of discretion.
(E) The difference between the prevailing wage rates and the amount paid to each worker for each calendar day or portion thereof for which each worker was paid less than the prevailing wage rate shall be paid to each worker by the contractor or subcontractor, and the body awarding the contract shall cause to be inserted in the contract a stipulation that this section will be complied with. (b) If a worker employed by a subcontractor on a public works project is not paid the general prevailing rate of per diem wages by the subcontractor, the prime contractor of the project is not liable for any penalties under subdivision (a) unless the prime contractor had knowledge of that failure of the subcontractor to pay the specified << Page 22>>
prevailing rate of wages to those workers or unless the prime contractor fails to comply with all of the following requirements:
(1) The contract executed between the contractor and the subcontractor for the performance of work on the public works project shall include a copy of the provisions of Sections 1771, 1775, 1776, 1777.5, 1813, and 1815.
(2) The contractor shall monitor the payment of the specified general prevailing rate of per diem wages by the subcontractor to the employees, by periodic review of the certified payroll records of the subcontractor.
(3) Upon becoming aware of the failure of the subcontractor to pay his or her workers the specified prevailing rate of wages, the contractor shall diligently take corrective action to halt or rectify the failure, including, but not limited to, retaining sufficient funds due the subcontractor for work performed on the public works project.
(4) Prior to making final payment to the subcontractor for work performed on the public works project, the contractor shall obtain an affidavit signed under penalty of perjury from the subcontractor that the subcontractor has paid the specified general prevailing rate of per diem wages to his or her employees on the public works project and any amounts due pursuant to Section 1813. (C) The Division of Labor Standards Enforcement shall notify the contractor on a public works project within 15 days of the receipt by the Division of Labor Standards Enforcement of a complaint of the failure of a subcontractor on that public works project to pay workers the general prevailing rate of per diem wages. §1776.
(a) Each contractor and subcontractor shall keep accurate payroll records, showing the name, address, social security number, work classification, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed by him or her in connection with the public work. Each payroll record shall contain or be verified by a written declaration that it is made under penalty of perjury, stating both of the following:
(1) The information contained in the payroll record is true and correct. (2) The employer has complied with the requirements of Sections 1771, 1811, and 1815 for any work performed by his or her employees on the public works project. (b) The payroll records enumerated under subdivision (a) shall be certified and shall be available for inspection at all reasonable hours at the principal office of the contractor on the following basis:
(1) A certified copy of an employee's payroll record shall be made available for inspection or furnished to the employee or his or her authorized representative on request. (2) A certified copy of all payroll records enumerated in subdivision (a) shall be made available for inspection or furnished upon request to a representative of the body awarding the contract, the Division of Labor Standards Enforcement, and the Division of Apprenticeship Standards of the Department of Industrial Relations.
(3) A certified copy of all payroll records enumerated in subdivision (a) shall be made available upon request by the public for inspection or for copies thereof. However, a request by the public shall be made through either the body awarding the contract, the Division of Apprenticeship Standards, or the Division of Labor Standards Enforcement. If the requested payroll records have not been provided pursuant to paragraph (2), the requesting party shall, prior to being provided the records, reimburse the costs of preparation by the contractor, subcontractors, and the entity through which the request was made. The public may not be given access to the records at the principal office of the contractor. (c) The certified payroll records shall be on forms provided by the Division of Labor Standards Enforcement or shall contain the same information as the forms provided by the division. The payroll records may consist of printouts of payroll data that are maintained as computer records, if the printouts contain the same information as the forms provided by the division and the printouts are verified in the manner specified in subdivision (a).
(d) A contractor or subcontractor shall file a certified copy of the records enumerated in subdivision(a) with the entity that requested the records within 10 days after receipt of a written request. (e) Any copy of records made available for inspection as copies and furnished upon request to the public or any public agency by the awarding body, the Division of Apprenticeship Standards, or the Division of Labor << Page 23>>
Standards Enforcement shall be marked or obliterated to prevent disclosure of an individual's name, address, and social security number. The name and address of the contractor awarded the contract or the subcontractor performing the contract shall not be marked or obliterated. Any copy of records made available for inspection by, or furnished to, a joint labor-management committee established pursuant to the federal Labor Management
Cooperation Act of 1978 (29 U.S.C. Sec. 175a) shall be marked or obliterated only to prevent disclosure of an individual's name and social security number. A joint labor management committee may maintain an action in a court of competent jurisdiction against an employer who fails to comply with Section 1774.
The court may award restitution to an employee for unpaid wages and may award the joint labor management committee reasonable attorney's fees and costs incurred in maintaining the action. An action under this subdivision may not be based on the employer's misclassification of the craft of a worker on its certified payroll records. Nothing in this subdivision limits any other available remedies for a violation of this chapter.
(f) The contractor shall inform the body awarding the contract of the location of the records enumerated under subdivision (a), including the street address, city, and county, and shall, within five working days, provide a notice of a change of location and address.
(g) The contractor or subcontractor has 10 days in which to comply subsequent to receipt of a written notice requesting the records enumerated in subdivision (a). In the event that the contractor or subcontractor fails to comply within the 10- day period, he or she shall, as a penalty to the state or political subdivision on whose behalf the contract is made or awarded, forfeit twenty-five dollars ($25) for each calendar day, or portion thereof, for each worker, until strict compliance is effectuated. Upon the request of the Division of Apprenticeship Standards or the Division of Labor Standards Enforcement, these penalties shall be withheld from progress payments then due. A contractor is not subject to a penalty assessment pursuant to this section due to the failure of a subcontractor to comply with this section. (h) The body awarding the contract shall cause to be inserted in the contract stipulations to effectuate this section.
(i) The director shall adopt rules consistent with the California Public Records Act (Chapter 3.5 (commencing with Section 6250) of Division 7 of Title 1 of the Government Code) and the Information Practices Act of 1977 (Title 1.8 (commencing with Section 1798) of Part 4 of Division 3 of the Civil Code) governing the release of these records, including the establishment of reasonable fees to be charged for reproducing copies of records required by this section.
§1777.5.
(a) Nothing in this chapter shall prevent the employment of properly registered apprentices upon public works. (b) Every apprentice employed upon public works shall be paid the prevailing rate of per diem wages for apprentices in the trade to which he or she is registered and shall be employed only at the work of the craft or trade to which he or she is registered.
(c) Only apprentices, as defined in Section 3077, who are in training under apprenticeship standards that have been approved by the Chief of the Division of Apprenticeship Standards and who are parties to written apprentice agreements under Chapter 4 (commencing with Section 3070) of Division 3 are eligible to be employed at the apprentice wage rate on public works. The employment and training of each apprentice shall be in accordance with either of the following:
(1) The apprenticeship standards and apprentice agreements under which he or she is training. (2) The rules and regulations of the California Apprenticeship Council. (d) When the contractor to whom the contract is awarded by the state or any political subdivision, in performing any of the work under the contract, employs workers in any apprenticeable craft or trade, the contractor shall employ apprentices in at least the ratio set forth in this section and may apply to any apprenticeship program in the craft or trade that can provide apprentices to the site of the public work for a certificate approving the contractor under the apprenticeship standards for the employment and training of apprentices in the area or industry affected. However, the decision of the apprenticeship program to approve or deny a certificate shall be subject to review by the Administrator of Apprenticeship. The apprenticeship program or programs, upon approving the contractor, shall arrange for the dispatch of apprentices to the contractor. A contractor covered by an apprenticeship program's standards shall not be required to submit any additional application in order << Page 24>>
to include additional public works contracts under that program. “Apprenticeable craft or trade,” as used in this section, means a craft or trade determined as an apprenticeable occupation in accordance with rules and regulations prescribed by the California Apprenticeship Council. As used in this section, “contractor” includes any subcontractor under a contractor who performs any public works not excluded by subdivision (o).
(e) Prior to commencing work on a contract for public works, every contractor shall submit contract award information to an applicable apprenticeship program that can supply apprentices to the site of the public work. The information submitted shall include an estimate of journeyman hours to be performed under the contract, the number of apprentices proposed to be employed, and the approximate dates the apprentices would be employed. A copy of this information shall also be submitted to the awarding body if requested by the awarding body. Within 60 days after concluding work on the contract, each contractor and subcontractor shall submit to the awarding body, if requested, and to the apprenticeship program a verified statement of the journeyman and apprentice hours performed on the contract. The information under this subdivision shall be public. The apprenticeship programs shall retain this information for 12 months. (f) The apprenticeship program that can supply apprentices to the area of the site of the public work shall ensure equal employment and affirmative action in apprenticeship for women and minorities. (g) The ratio of work performed by apprentices to journeymen employed in a particular craft or trade on the public work may be no higher than the ratio stipulated in the apprenticeship standards under which the apprenticeship program operates where the contractor agrees to be bound by those standards, but, except as otherwise provided in this section, in no case shall the ratio be less than one hour of apprentice work for every five hours of journeyman work.
(h) This ratio of apprentice work to journeyman work shall apply during any day or portion of a day when any journeyman is employed at the jobsite and shall be computed on the basis of the hours worked during the day by journeymen so employed. Any work performed by a journeyman in excess of eight hours per day or 40 hours per week shall not be used to calculate the ratio. The contractor shall employ apprentices for the number of hours computed as above before the end of the contract or, in the case of a subcontractor, before the end of the subcontract. However, the contractor shall endeavor, to the greatest extent possible, to employ apprentices during the same time period that the journeymen in the same craft or trade are employed at the jobsite. Where an hourly apprenticeship ratio is not feasible for a particular craft or trade, the Chief of the Division of Apprenticeship Standards, upon application of an apprenticeship program, may order a minimum ratio of not less than one apprentice for each five journeymen in a craft or trade classification. (i) A contractor covered by this section that has agreed to be covered by an apprenticeship program's standards upon the issuance of the approval certificate, or that has been previously approved for an apprenticeship program in the craft or trade, shall employ the number of apprentices or the ratio of apprentices to journeymen stipulated in the applicable apprenticeship standards, but in no event less than the 1-to-5 ratio required by subdivision(g).
(j) Upon proper showing by a contractor that he or she employs apprentices in a particular craft or trade in the state on all of his or her contracts on an annual average of not less than one hour of apprentice work for every five hours of labor performed by journeymen, the Chief of the Division of Apprenticeship Standards may grant a certificate exempting the contractor from the 1-to-5 hourly ratio, as set forth in this section for that craft or trade.
(k) An apprenticeship program has the discretion to grant to a participating contractor or contractor association a certificate, which shall be subject to the approval of the Administrator of Apprenticeship, exempting the contractor from the 1-to-5 ratio set forth in this section when it finds that any one of the following conditions is met:
(1) Unemployment for the previous three-month period in the area exceeds an average of 15 percent. (2) The number of apprentices in training in the area exceeds a ratio of 1 to 5. (3) There is a showing that the apprenticeable craft or trade is replacing at least one-thirtieth of its journeymen annually through apprenticeship training, either on a statewide basis or on a local basis. (4) Assignment of an apprentice to any work performed under a public works contract would create a condition that would jeopardize his or her life or the life, safety, or property of fellow employees or the public at large, or the specific task to which the apprentice is to be assigned is of a nature that training cannot be provided by a journeyman.
(l) When an exemption is granted pursuant to subdivision (k) to an organization that represents contractors in a specific trade from the 1-to-5 ratio on a local or statewide basis, the member contractors shall not be << Page 25>>
required to submit individual applications for approval to local joint apprenticeship committees, if they are already covered by the local apprenticeship standards.
(m)(1) A contractor to whom a contract is awarded, who, in performing any of the work under the contract, employs journeymen or apprentices in any apprenticeable craft or trade shall contribute to the California Apprenticeship Council the same amount that the director determines is the prevailing amount of apprenticeship training contributions in the area of the public works site. A contractor may take as a credit for payments to the council any amounts paid by the contractor to an approved apprenticeship program that can supply apprentices to the site of the public works project. The contractor may add the amount of the contributions in computing his or her bid for the contract. (2) At the conclusion of the 2002-03 fiscal year and each fiscal year thereafter, the California Apprenticeship Council shall distribute training contributions received by the council under this subdivision, less the expenses of the Division of Apprenticeship Standards for administering this subdivision, by making grants to approved apprenticeship programs for the purpose of training apprentices. The funds shall be distributed as follows:
(A) If there is an approved multiemployer apprenticeship program serving the same craft or trade and geographic area for which the training contributions were made to the council, a grant to that program shall be made.
(B) If there are two or more approved multiemployer apprenticeship programs serving the same craft or trade and geographic area for which the training contributions were made to the council, the grant shall be divided among those programs based on the number of apprentices registered in each program.
(C) All training contributions not distributed under subparagraphs (A) and (B) shall be used to defray the future expenses of the Division of Apprenticeship Standards. (3) All training contributions received pursuant to this subdivision shall be deposited in the Apprenticeship Training Contribution Fund, which is hereby created in the State Treasury. Notwithstanding Section 13340 of the Government Code, all money in the Apprenticeship Training Contribution Fund is hereby continuously appropriated for the purpose of carrying out this subdivision and to pay the expenses of the Division of Apprenticeship Standards.
(n) The body awarding the contract shall cause to be inserted in the contract stipulations to effectuate this section. The stipulations shall fix the responsibility of compliance with this section for all apprenticeable occupations with the prime contractor.
(o) This section does not apply to contracts of general contractors or to contracts of specialty contractors not bidding for work through a general or prime contractor when the contracts of general contractors or those specialty contractors involve less than thirty thousand dollars ($30,000). (p) All decisions of an apprenticeship program under this section are subject to Section 3081. §1813. The contractor or subcontractor shall, as a penalty to the state or political subdivision on whose behalf the contract is made or awarded, forfeit twenty-five dollars ($25) for each worker employed in the execution of the contract by the respective contractor or subcontractor for each calendar day during which the worker is required or permitted to work more than 8 hours in any one calendar day and 40 hours in any one calendar week in violation of the provisions of this article. In awarding any contract for public work, the awarding body shall cause to be inserted in the contract a stipulation to this effect. The awarding body shall take cognizance of all violations of this article committed in the course of the execution of the contract and shall report them to the Division of Labor Standards Enforcement.
§ 1815. Notwithstanding the provisions of Sections 1810 to 1814, inclusive, of this code, and notwithstanding any stipulation inserted in any contract pursuant to the requirements of said sections, work performed by employees of contractors in excess of 8 hours per day, and 40 hours during any one week, shall be permitted upon public work upon compensation for all hours worked in excess of 8 hours per day at not less than 11/2 times the basic rate of pay.
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