Agenda packet, first session — Roseville City Council, February 21, 2024 (part 4 of 9)

B. Standards: Except as otherwise indicated, provide shotcrete per American Concrete Institute Standard ACI 506R, ACI 506.2, ACI 318-19. In addition, conform to recommendations contained in “Shotcrete,” Brochure G 84 as published by the Gunite Contractors Association, Sylmar, California and the California Building Code (2022 edition).

C. Mix Design: The Contractor shall submit a mix design stamped and signed by a licensed engineer for approval by the Owner’s Representative prior to any placement of shotcrete. Mix design shall indicate source of aggregate and brands of cement and admixtures used. All mix designs shall take character of locally available aggregate into consideration and make adjustments as necessary to conform with specified design criteria.

D. Testing and Inspection: A test panel shall be shot, cured, cored or sawn, examined and tested (representing the most congested and difficult project scenario) prior to commencement of the project in accordance with ASTM C1140. All project conditions and personnel shall be represented in the test panel. Additionally, one test panel shall be provided for each 50 yards (or portion thereof) of shotcrete placed for each day or each nozzleman, whichever is greater. The size of the strength test panel shall be per the direction of the Special Shotcrete Inspector. At least three (3) cores shall be taken from each test panel. (At least three (3) cores shall be taken from the completed work for each day of shotcrete operation.) Testing shall be performed by the Owner’s designated Testing Lab and comply with Section ACI 318-19 and CBC 2022 1705A.3.9.Continuous inspection of the shotcrete operation by a deputy inspector provided by the Owner shall be required. .

E. Tolerances: Construct all swimming pool shotcrete straight, true, plumb and square within a tolerance horizontally of one in 200 and a tolerance vertically of one in 2000.

Not for Construction
For Council Approval
Johnson Pool Phase II Project #23022
City of Roseville
SWIMMING POOL SHOTCRETE 131103 - 2

1.3 SUBMITTALS AND SUBSTITUTIONS
A. Provide submittals in conformance with the requirements of Section 013300 and ACI 506.2.

B. Materials List: Within thirty (30) days after issuance of Notice to Proceed, and before shotcrete materials are delivered to the project site, submit to the Owner a complete list of materials proposed to be used in this portion of the Work, showing manufacturer's name and catalog number of all items such as admixtures and curing membranes, and the name and address of the supplier of cement and aggregate to be used.

C. Submit proof of qualifications as specified in Article 1.2.A of this Section.

1.4 PRODUCT HANDLING
A. Protection: Use all means necessary to protect shotcrete materials before, during and after installation and to protect the installed Work specified in other Sections.

B. Replacements: In the event of damage, immediately make all repairs and replacements necessary to the approval of the Owner and at no additional cost to the Owner.

PART 2 - PRODUCTS

2.1 MATERIALS
A. Cement: Cement shall be Type 1 Portland Cement conforming to ASTM C150. Cement type shall be the same for all shotcrete work.

B. Aggregate: ASTM C33, washed hard dense durable clean sharp sand from approved pit, free of organic matter and opaline, feldspar, or silicous magnesium substances and containing not more than 3% by weight of deleterious substances. Maximum size aggregate for shotcrete is ¾” per ACI 318-19. When tested for organic impurities by ASTM C40 method, fine aggregate color not darker than reference standard color. When tested for soundness by ASTM C88 method, grading No. 2 of ASTM C1436, loss after 5 cycles not over 10% of fine aggregate.

C. Water: Potable, clean, fresh, free from acid, alkali, organic matter or other impurities liable to be detrimental to the shotcrete.

D. Admixtures: Admixtures shall conform to ASTM C1141 and only be used upon approval of the Owner's Representative.

PART 3 - EXECUTION

3.1 EXECUTION
A. Inspection:

Not for Construction
For Council Approval
Johnson Pool Phase II Project #23022
City of Roseville
SWIMMING POOL SHOTCRETE 131103 - 3

1. Prior to all Work of this Section carefully inspect the installed Work of other trades and verify that all such Work is complete to the point where this installation may properly commence.

2. Verify that items to be imbedded in shotcrete are in place and that shotcrete may be placed to the lines and elevations shown on the Drawings, with all required clearance from reinforcement.

B. Discrepancies:

1. In the event of discrepancy, immediately notify the Owner's Representative.

2. Do not proceed with installation in areas of discrepancy until all such discrepancies have been fully resolved.

3. Failure to notify the Owner's Representative and give written notice of discrepancies shall constitute acceptance by the Contractor of existing conditions as fit and proper to receive the Work.

3.2 PREPARATION
A. General:

1. Thoroughly clean all areas where shotcrete is to be placed to insure proper bonding of shotcrete.

2. Where shotcrete is to be placed against smooth surfaces (i.e., cast-in-place concrete), sandblast surfaces to receive shotcrete to provide clean aggregate surface, thereby insuring proper bond between materials.

B. Ground Wires: Adequate ground wires, to be used as screeds, shall be installed to establish the thickness and surface planes of the shotcrete work. Ground wires shall be placed so that they are tight and true to line and grade and in such a manner that they can be easily tightened.

3.3 PROPORTIONING AND MIXING
A. Accurately control proportion of water to Portland cement to produce thorough and uniform hydration of the shotcrete that, when shot, forms a homogeneous mass containing neither sags nor dry sand formation. Proportion by mass per ASTM C94 or by volume per ASTM C685.

B. Shotcrete shall have a minimum compressive strength of 4,000 PSI at 28 days. Shotcrete material shall have a water/cement ratio of 0.40 minimum-0.45 maximum per ACI 506R, Chapter 6, Proportioning and Preconstruction Testing; Section 6.3.3, Wet Mix Process.

C. Discontinue shotcrete work if the time between the addition of mixing water to cement and aggregate, or cement to aggregates, and placement of shotcrete exceeds ninety (90) minutes when the ambient temperature is below 85 degrees Fahrenheit, or exceeds sixty (60) minutes when the ambient temperature is above 85 degrees Fahrenheit. Batch, mix and deliver wet-mixture shotcrete per ASTM C94 or C685.

D. Hot Weather Shotcreting – Unless otherwise specified, do not place shotcrete when shotcrete temperature is above 95°F, unless prequalification testing shows that the required quality of materials can be achieved at high temperatures. The temperature of reinforcement and receiving surfaces shall be below 90°F prior to shotcrete placement.

Not for Construction
For Council Approval
Johnson Pool Phase II Project #23022
City of Roseville
SWIMMING POOL SHOTCRETE 131103 - 4
E. Cold Weather Shotcreting – Unless otherwise specified, shooting may proceed when ambient temperature is 40°F and rising. Stop shooting when ambient temperature is 40°F and falling, unless measures are taken to protect the shotcrete. Shotcrete material temperature, when shot, shall not be less than 50°F. Do not place against frozen surfaces.

3.4 SHOTCRETE PLACING, FINISHING, AND CURING
A. Operations: Utilize a standard type of air compressor, capable of providing a minimum of 250 cubic feet of air per minute per nozzle.

B. Placing: Except when shooting reinforcing, hold the nozzle perpendicular to and 2-1/2 to 3 feet from surface. At reinforcing bars, hold the nozzle so as to direct shotcrete behind the bars, and shoot each side of each bars separately. A nozzleman’s helper equipped with an air jet shall precede the nozzle and blow out rebound or sand lodged behind bars, on forms, or placed shotcrete. Placing shotcrete horizontal members from the top is not allowed unless approved methods are employed to eliminate all rebound. Material shall emerge from the nozzle in a uniform flow. If flow becomes intermittent for any reason, direct the nozzle away from the surface until the flow is again steady and constant. Do not reuse rebound or loose sand for any purpose.

C. Puddled Shotcrete: Use of “puddled shotcrete” in which the air pressure is reduced and the water content is increased to facilitate placing in difficult locations is not allowed. Do not place shotcrete where nozzle stream cannot impinge directly on the involved surface. Where difficult shooting conditions occur, obtain proper results by maintaining correct air pressure and water ratio and reduce supply of material.

D. Construction Joints: Form joints with sloping beveled edges. Clean and dampen the hardened joint surfaces before placing additional shotcrete. Square edged construction joints are not allowed. The film of laitance which forms on the surface of the shotcrete shall be removed within approximately two hours after application by brushing with a stiff broom. If this film is not removed within two hours, it shall be removed by thorough wire brushing or sand blasting.

Construction joints over eight hours old shall be thoroughly cleaned with air and water prior to receiving shotcrete.

E. Finishing: Rod exposed surfaces to true planes and lines on reaching the thickness and plane established by forms and ground wires. Tamp and wood float surfaces level and provide a rough raked finish. Carefully coordinate finish requirements with other trades (ceramic tile, pool plaster) to ensure shotcrete finish is appropriate substrate for final finish material.

F. Curing: Keep shotcrete continuously damp for not less than seven (7) days after placing. Use sealed curing sheeting or other approved curing method where water curing is not feasible. Do not use curing compound of any kind.

3.5 DEFECTIVE WORK
A. Cut out, remove and replace, or repair to the satisfaction of the Owner’s Representative, shotcrete not meeting minimum strength, not true, plumb or level, not to required elevations, containing cracks detrimental to performance or appearance, containing shavings, debris or with honeycombs or voids.

Not for Construction
For Council Approval
Johnson Pool Phase II Project #23022
City of Roseville
SWIMMING POOL SHOTCRETE 131103 - 5
B. Promptly perform Work required to repair, patch, replace, render properly cleaned surfaces (by sandblasting if necessary) or otherwise make good any defective shotcrete at Contractor's expense, including all expense of additional inspection, tests, or supervision made necessary as a result of defective shotcrete.

3.6 CLEAN-UP
A. Upon completion of the Work of this Section, immediately remove all swimming pool shotcrete materials, debris and rubbish occasioned by this work to the approval of the Owner's Representative.

END OF SECTION 131103
Not for Construction
For Council Approval
Johnson Pool Phase II Project #23022
City of Roseville
SWIMMING POOL CERAMIC TILE 131104 - 1
SECTION 131104 – SWIMMING POOL CERAMIC TILE
PART 1 - GENERAL

1.1 WORK INCLUDED
A. Furnish and install all swimming pool ceramic tile detailed on the Drawings, including, but not limited to, the following:

1. Waterline Face Tile.

2. Depth Marker Tile (at Waterline).

3. Depth / Caution Markers (at Pool Deck).

4. Pre-Cast Coping.

5. Beach Entry Tile

1.2 QUALITY ASSURANCE
A. All Work of this Section shall be performed or supervised by the Swimming Pool Subcontractor.

B. Qualifications of Workers:

1. The contractor / subcontractor for this portion of the Work shall have been successfully engaged in the respective trade for at least five (5) years immediately prior to commencement of this work and shall demonstrate to the approval of the Owner’s Representative that his record of workmanship is satisfactory.

2. For actual construction operations, use only thoroughly trained and experienced workers completely familiar with the materials and methods specified.

3. Provide at least one person who shall be present at all times during execution of this portion of the Work and who shall be thoroughly familiar with the type of materials being installed, the referenced standards, and the requirements of this Work, and who shall direct all Work performed under this Section.

C. Standards: In addition to complying with all pertinent codes and regulations:

1. Manufacture of all tile shall be in accordance with ANSI A 137.1

2. Install ceramic tile in accordance with the recommendations contained in 2023 Handbook for Ceramic Tile Installation of the Tile Council of America, Inc.

D. Tolerances: Install all swimming pool ceramic tile straight, true, plumb and square within a tolerance horizontally of one in 200 and a tolerance vertically of one in 500. Waterline and gutter bullnose tile shall be level to 1/8” (+/- 1/16”) around entire perimeter of swimming pool(s).

1.3 SUBMITTALS AND SUBSTITUTIONS
A. Provide submittals in accordance with the requirements of Section 013300.

B. Samples: Submit five (5) samples of each color and pattern in the specified groups. Character samples can be representatives for review prior to screening of actual tile.

Not for Construction
For Council Approval
Johnson Pool Phase II Project #23022
City of Roseville
SWIMMING POOL CERAMIC TILE 131104 - 2
C. Master Grade Certificate: Prior to opening ceramic tile containers, submit a Master Grade Certificate, signed by the manufacturer of the tile used and issued when the shipment is made, stating the grade, kind of tile, identification marks for the tile containers, and the name and location of the Project.

D. Specifications: Submit five (5) copies of manufacturer's recommended installation specifications for this Work.

1.4 PRODUCT HANDLING
A. Delivery: Deliver all materials to the Project Site in the manufacturer’s original unopened containers with all labels intact and legible.

B. Storage: Store all materials under cover in a manner to prevent damage and contamination, and store only the specified materials at the Project site.

C. Protection: Use all means necessary to protect swimming pool ceramic tile before, during and after installation and to protect the installed Work of all other trades.

D. Replacements: In the event of damage, immediately make all repairs and replacements necessary to the approval of the Owner’s Representative.

PART 2 - PRODUCTS

2.1 TILE
A. Waterline Face Tile:

1. Material: All waterline face tile shall be glazed ceramic tile (Group III standard) as manufactured by Dal-Tile.

2. Size: 6 x 6 inches.

3. Color: Dal-Tile #D-129 ‘Sky Blue’. Contact Kylee Midura [email protected] (858) 344-0019.

B. Depth Marker Tile (At Waterline):

1. Material: All depth marker tile shall be glazed ceramic tile as manufactured and/or distributed by Dal-Tile, or Precision Tile Co.

2. Size: 6 x 6 inches.

3. Color: Dal-Tile #D-129 ‘Sky Blue’ with Black silk screen numbers.

C. Depth / Caution Marker (On Deck):

1. Material: Sandblast text into precast coping to a depth of 1/16 inch max and fill with contrasting color epoxy flush with finish surface. Text font style and epoxy color to be approved by Architect. Prior to installation. Final location of markers to be approved by Architect prior to installation.

D. Pre-cast Coping:

1. Size and shape to match detail(s) on plans. Han-Crete, (909) 947-1453, Quickcrete Products. (951) 737-6240.

Not for Construction
For Council Approval
Johnson Pool Phase II Project #23022
City of Roseville
SWIMMING POOL CERAMIC TILE 131104 - 3

2. Color: To match adjacent decking.

E. Beach Entry Tile

1. Material: Group 3 quality, frost proof non-slip unglazed ceramic mosaic tile with absorption rate of less than 1 percent as manufactured by Dal-Tile.

2. Size: 1 x 1 inches.

3. Color: Dal-Tile D-169 ‘Waterfall’ field tile with #D-311‘Black’ as railroad tie design.

2.2 MORTAR
A. Laticrete 3701 fortified mortar #LCR-37-1017.

B. Site mortar mix shall comply with ASTM C270 standards.

1. Sand for Mortar: Comply with requirements of fine aggregate for concrete.

2. Cement: Type 1 portland cement, conforming to ASTM C150.

3. Hydrated Lime: Conforming to ASTM C206 or 207, Type S.

4. Water: From a potable source.

C. Water: From a potable source.

D. Mortar shall meet ASTM C627

2.3 THIN SET MORTAR
A. Laticrete 254 Platinum, Laticrete, Custom or equal
B. Water from potable source.

C. Mortar shall meet ASTM C270 standards.

2.4 GROUT
A. All tile grout shall be waterproof grout complying with the recommendations of referenced standards. Grout color shall be grey for dark backgrounds, white for light backgrounds (verify colors with Architect).

PART 3 - EXECUTION

3.1 SURFACE CONDITIONS
A. Inspection:

1. Prior to all Work of this Section, carefully inspect the installed Work of other trades and verify that all such Work is complete to the point where this installation may properly commence.

2. Verify that ceramic tile can be installed in accordance with the original design and all referenced standards.

Not for Construction
For Council Approval
Johnson Pool Phase II Project #23022
City of Roseville
SWIMMING POOL CERAMIC TILE 131104 - 4
B. Discrepancies:

1. In the event of discrepancy, immediately notify the Owner’s Representative.

2. Do not proceed with installation in areas of discrepancy until all such discrepancies have been fully resolved.

3. Failure to notify the Owner’s Representative and give written notice of discrepancies shall constitute acceptance by the Contractor of existing conditions as fit and proper to receive its Work.

3.2 INSTALLATION
A. Method:

1. Install all ceramic tile in strict accordance with installation method P601-90 of the 2023 Handbook for Ceramic Tile Installation of the Tile Council of America, Inc.

2. Be certain to install all ceramic tile perfectly level, flush, plumb, and to the finish grades and elevations indicated on the Drawings.

B. Interface:

1. Carefully establish and follow the required horizontal and vertical elevations to insure proper and adequate space for the work and materials of other trades.

2. Coordinate and cooperate as required with other trades to insure proper and adequate interface of ceramic tile Work with the Work of other trades.

3.3 GROUTING
A. Follow grout manufacturer's recommendations as to grouting procedures and precautions.

B. Remove all grout haze, observing grout manufacturer's recommendations as to use of acid and chemical cleaners.

3.4 EXTRA STOCK
A. Provide one (1) unopened box of extra tile for 2.1A-2.1E for Owners use at a future time.

3.5 CLEAN-UP
A. Upon completion of the swimming pool ceramic tile installation, thoroughly clean and polish the exposed surfaces of tile work. Completely clean work area of debris and rubbish occasioned by this Work and dispose of to the approval of the Owner’s Representative.

END OF SECTION 131104
Not for Construction
For Council Approval
Johnson Pool Phase II Project #23022
City of Roseville
SWIMMING POOL PLASTER 131105 - 1
SECTION 131105 – SWIMMING POOL PLASTER
PART 1 - GENERAL

1.1 WORK INCLUDED
A. Swimming pool plaster and waterproofing of swimming pool structures as indicated on the Drawings and herein specified.

B. Start-up and operation instructions to Owner’s operations and maintenance personnel and properly balance swimming pool water chemistry until the Owner takes occupancy.

1.2 QUALITY ASSURANCE
A. Qualifications of Workers:

1. The entity performing the work of this Section shall have been successfully engaged in the respective trade for at least five (5) years immediately prior to commencement of the Work.

2. For actual construction operations, use only trained and experienced workers with a minimum of three (3) years experience with the materials and methods specified.

3. Provide at least one person who shall be present at all times during execution of the work of this Section, with a minimum of five (5) years experience with the type of materials being installed, the referenced standards, and who shall direct all Work performed under this Section.

B. Standards: Swimming pool plaster shall conform with requirements of Chapter 31B of California Building Code, latest edition. In addition, meet requirements of applicable portions of most current edition of the “Technical Manual,” National Plasterers Council, Mission Viejo, California.

C. Start-up:

1. Furnish a swimming pool water chemistry consultant, with a minimum of five (5) years experience, possessing either AFO (Aquatic Facility Operator) or CPO (Certified Pool Operator) certification(s), to supervise and properly balance swimming pool water chemistry.

2. Demonstrate to the Owner that all systems are fully operational and that calcium hardness, total alkalinity, chlorine residual and pH levels are within specified limits.

3. Standards: Furnish labor and chemicals as required to condition the water properly to the following specifications:
a. Calcium Hardness: 200-400 parts per million (PPM)
b. Total Alkalinity: 80-100 PPM
c. Chlorine Residual: 1.00 to 2.0 PPM
d. pH Factor: 7.2 to 7.6

1.3 SUBMITTALS AND SUBSTITUTIONS
A. Provide submittals in conformance with the requirements of Section 013300.

B. Submit proof of qualifications as specified in Article 1.2.A and 1.2.C.1 of this Section.

Not for Construction
For Council Approval
Johnson Pool Phase II Project #23022
City of Roseville
SWIMMING POOL PLASTER 131105 - 2

1.4 PRODUCT HANDLING
A. Delivery: Deliver materials to the Project Site in the manufacturer's original unopened containers with all labels intact and legible.

B. Storage: Store materials under cover in a manner to prevent damage and contamination, and store only the specified materials at the Project Site.

C. Protection: Use all means necessary to protect the swimming pool plaster before, during, and after installation and to protect the installed Work specified in other Sections.

D. Replacements: In the event of damage, immediately make all repairs and replacements necessary to the approval of the Owner.

1.5 ENVIRONMENTAL CONDITIONS
A. No plastering shall be done under unsuitable conditions of weather or temperature. No plastering shall be done when prevailing temperature is 40 degrees Fahrenheit or less.

B. Do not install plaster during rain and, if rain commences after plastering has begun, immediately protect the plaster from rain by all means necessary until the plaster has set.

C. Do not install plaster during wind greater than 10 mph and, if wind commences after plastering has begun, immediately protect the plaster from wind by all means necessary until the plaster has set.

PART 2 - PRODUCTS

2.1 CEMENT / AGGREGATE
A. Luna Quartz® tiny pebble finish by Wet Edge Technologies. Altima® quartz finish by Wet Edge Technologies. Pebble-Fina® pool finish by Pebble Technologies. Wet Edge Technologies, Pebble Technologies, Commercial Quartz or equal.

2.2 COLOR
A. All swimming pool plaster shall be white in color. Wet Edge Technologies shall be Luna Quartz® “Polar White”. Wet Edge Technologies shall be Altima® “White”. Pebble Technology shall be Pebble-Fina® “Classico”. Commercial Quartz ‘Commercial White’.Contractor to obtain written approval on selected pebble color from the local Health Department prior to installation. Submit cut sheet, color sample and written approval for review by Architect and Owner.”

2.3 WATER
A. A.Water for swimming pool plaster shall be clean and free from injurious amounts of acid, alkali, and organics.

Not for Construction
For Council Approval
Johnson Pool Phase II Project #23022
City of Roseville
SWIMMING POOL PLASTER 131105 - 3
PART 3 - EXECUTION

3.1 SURFACE CONDITIONS
A. Inspection:

1. Prior to Work of this Section, carefully inspect the installed Work of other trades and verify that all such Work is complete to the point where this installation can properly commence.

2. Verify that swimming pool plaster can be installed in accordance with the original design and all referenced standards, including proprietary application techniques and application training/certifications.

B. Discrepancies:

1. In the event of discrepancy, immediately notify the Owner's Representative.

2. Do not proceed with installation in areas of discrepancy until all such discrepancies have been fully resolved.

3. Failure to notify the Owner's Representative and give written notice of discrepancies shall constitute acceptance by the Contractor of existing conditions as fit and proper to receive the Work.

3.2 INSTALLATION OF POOL PLASTER
A. Outdoor Pools or Spas:

1. Completion of other work: DO NOT commence plastering of swimming pool(s) or spa(s) until the following conditions have been met:
a. The Health Department and/or other governing agencies have approved the pool(s) and/or spas) for plaster.
b. All concrete pool deck construction is complete and the pool decks have been thoroughly cleaned.
c. All landscaping in areas adjacent to the pool(s) or spa(s) is complete and the landscape irrigation system is operable.
d. All painting in the pool area is complete.
e. All welding and grinding in locations adjacent to the pool area are complete. f. The backwash sewer connection is complete.
g. Pool(s) and/or spa(s) area(s) perimeter fencing installation is complete. h. All trash and debris have been removed from areas adjacent to the pool(s) or spa(s), particularly those areas that are normally upwind from the pool(s) or spa(s). i. All dust raising construction and/or activities in areas adjacent to the pool(s) or spa(s) are complete or mitigated.
j. The circulation pump(s) is/are operational.
k. The mechanical system has been flushed sufficiently to remove all dirt and debris from the piping system.
l. All necessary chemicals (Chorine, pH adjuster, Sodium Bicarbonate and Calcium Chloride or any other required chemicals) are on site and ready for use. m. Obtain written approval from the Owner and the Architect.

B. Indoor Pools or Spas:

1. Completion of Other Work: DO NOT commence plastering of swimming pool(s) or spa(s) until the following conditions have been met:
a. The Health Department has approved the pool(s) and/or spa(s) for plaster.

Not for Construction
For Council Approval
Johnson Pool Phase II Project #23022
City of Roseville
SWIMMING POOL PLASTER 131105 - 4
b. All work above the pool(s) and/or spa(s) is complete. c. All painting in the pool area is complete.
d. All welding and grinding in locations adjacent to the pool area are complete. e. The backwash sewer connection is complete.
f. All concrete pool deck construction is complete and the pool decks have been thoroughly cleaned.
g. The circulation pump(s) is/are operation.
h. The mechanical system has been flushed sufficiently to remove all dirt and debris from the piping system.
i. All necessary chemicals (Chlorine, Acid, Sodium Bicarbonate and Calcium Chloride) are on site and ready to use.
j. Obtain written approval from the Owner and the Architect.

C. Contractor accepts all liability from damage done to the pool plaster if the pool(s) or spa(s) is (are) plaster before the completion of the above listed items or without the written approval of the Owner and the Architect.

D. POOL PLASTER AUTHORIZATION FORM:

1. The pool(s) and or spa(s) at Johnson Pool is/are hereby approved for the installation of the pool plaster. Pursuant to the requirements of specification section 131105, paragraph 3.3.

Owner Date
Architect / Project Manager Date
E. Preparation:

1. Do not apply plaster over dirt, rust, scale, grease, moisture, scuffed surfaces or conditions otherwise detrimental to the formation of a durable plaster finish.

2. Consult with manufacturer on application to specific surfaces being treated. Follow manufacturer's recommendation for curing of cast-in-place concrete or shotcrete sur-faces prior to application of plaster.

3. Protect ceramic tile, decking, deck equipment, gratings, fittings and other items by suitable covering or masking.

4. Mask or remove all hardware, hardware accessories, machined surfaces, plates, lighting fixtures and similar items in place not to receive pool plaster. Following completion of plaster for each space or area remove masking. Re-install all removed items utilizing workers skilled in the trades involved.

F. Application:

1. Finish shall be applied to a uniform thickness of 3/8” to ½” over the entire surface. The walls shall be scratch-coated followed by a finish coat. Material applied to the floor after the walls have been applied shall be accelerated to assure uniform setting time throughout the pool surface.

2. Float the plaster to a uniform plane and trowel to a smooth, dense, impervious surface using extreme care to avoid stains.

Not for Construction
For Council Approval
Johnson Pool Phase II Project #23022
City of Roseville
SWIMMING POOL PLASTER 131105 - 5

3. Take special care in finishing around pool fittings, making sure to mask off or plug openings so as not to fill such openings with excess plaster. Be certain to completely enclose pool fittings with plaster to insure a leak-proof seal around pipes, fittings, lights, anchors, etc.

4. Accurately interface with the finish planes of items installed by other trades.

5. Quartz and pebble plaster finish is to be applied by a licensed applicator as approved by the manufacturer, and in accordance with manufacturer’s training.

3.3 CURING
A. Preparation: Anticipate the need for required equipment and have all such equipment immediately available for use upon completion of pool plastering.

B. Pool Filling:

1. After the plaster has sufficiently dried and before drying has proceeded to a damaging point, cure the plaster by gradually filling the pool with water, preventing all damage to finished plaster surfaces.

2. Flow the water continuously until the pool is filled.

3. When the weather is hot and/or water pressure is low, keep the pool walls damp while the pool is filling.

4. Coordinate with Contractor to ensure that the pool is continuously monitored while filling to prevent overfill.

3.4 EQUIPMENT ACTIVATION
A. All water chemistry and filtration mechanical equipment shall be operational upon filling of pool after plaster. Chemicals and other related support items as supplied by Contractor, shall be in supply at start-up.

B. For the first fourteen (14) calendar days after completion of the pool plaster, brush all plastered surfaces at least twice a day and coordinate with General Contractor to ensure that the plaster is carefully maintained after the initial fourteen-day period. In addition, coordinate with the Contractor to ensure that pool filtration equipment is continuously running during the initial fourteen-day period.

C. Start-up and provide qualified personnel to operate pool equipment for a period not less than fourteen (14) days after the pool is placed in operation, or until the Owner takes occupancy of the facility or letter of substantial completion. During this time, Contractor shall instruct and supervise the Owner's personnel in the various operating and maintenance techniques in-volved.

Contractor shall be responsible for supply of chemicals during this not less than fourteen (14) day period and at time of turnover to Owner, chemical storage tanks shall be full. (Owner's personnel shall be fully trained and capable of assuming swimming pool maintenance tasks, training may begin before Owner takes occupancy).

Not for Construction
For Council Approval
Johnson Pool Phase II Project #23022
City of Roseville
SWIMMING POOL PLASTER 131105 - 6

3.5 CLEAN-UP
A. Upon completion of swimming pool plaster, remove all materials, equipment and debris occasioned by this Work and leave the job site in a clean and presentable condition. Perform all such clean-up to the approval of the Owner’s Representative.

3.6 WARRANTY
A. All applicators must provide a minimum of five (5) year warranty for application and workmanship additional to the manufacturer’s warranty for product.

END OF SECTION 131105
Not for Construction
For Council Approval
Johnson Pool Phase II Project #23022
City of Roseville
SWIMMING POOL EQUIPMENT 131106 - 1
SECTION 131106 – SWIMMING POOL EQUIPMENT
PART 1 - GENERAL

1.1 WORK INCLUDED
A. Swimming pool equipment items required for this Work as indicated on the Drawings and specified herein.

1.2 QUALITY ASSURANCE
A. Qualifications of Workers:

1. The entity performing the work of this Section shall have been successfully engaged in the respective trade for at least five (5) years immediately prior to commencement of the Work.

2. For actual construction operations, use only trained and experienced workers with a minimum of three (3) years experience with the materials and methods specified.

B. All equipment supplied or work performed shall comply with regulations governing public swimming pools and spas as contained within Chapter 31 of California Building Code, latest edition.

1.3 SUBMITTALS AND SUBSTITUTIONS
A. Provide submittals in conformance with the requirements of Section 013300.

B. Required submittals include:

1. Swimming Pool Safety Equipment, Maintenance Equipment and Fittings as specified in Articles 2.1, 2.2 and 2.3 of this Section.

2. Swimming Pool Deck and Mechanical Equipment as specified in Article 2.4 through 2.17 of this Section.

C. Submit proof of qualifications as specified in Article 1.2.A of this Section.

D. The equipment shown on the plans represent the first listed items in the technical specifications.

The Contractor shall be responsible for all required field coordination and installation of any approved equal product to provide a fully working and warranted system. The Contractor shall submit detailed shop drawings for any products used other than the first listed specified items.

Contractor provided shop drawings shall include details and quality equal to the original plans and construction documents. The Contractor shall provide any and all required engineering including but not limited to structural and anchorage requirements for any proposed equipment other than the first listed specified equipment. The Contractor is responsible to provide a factory certified representative(s) to start-up and provide on-site training for all swimming pool mechanical equipment provided.

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For Council Approval
Johnson Pool Phase II Project #23022
City of Roseville
SWIMMING POOL EQUIPMENT 131106 - 2

1.4 PRODUCT HANDLING
A. Protection: Use all means necessary to protect swimming pool equipment items before, during and after installation and to protect the installed work specified in other Sections.

B. Replacements: In the event of damage, immediately make all repairs and replacements necessary to the approval of the Owner’s Representative.

PART 2 - PRODUCTS

2.1 SAFETY EQUIPMENT
A. First Aid Kit for 50 Persons with two (2) wool blankets: Marine Rescue or approved equal.

Quantity as required by the Department of Health, one (1) minimum.

B. Rescue Tubes (minimum 49” long) and Life Ring Buoy (minimum 24” in diameter), U.S. Coast Guard Approved: Marine Rescue or approved equal. Quantity as required by the Department of Health, one (1) minimum.

C. 3/16” diameter Throw Rope, complete with lemon foot, for use with Life Ring Buoy: Kiefer, United Industries, or approved equal. Quantity as required by the Department of Health, one (1) minimum.

D. Rescue Hooks, 16’ long x 1-1/2” aluminum pole and stainless-steel mounting hardware: Kiefer, Pentair or approved equal. Quantity as required by the Department of Health, one (1) minimum.

E. Pool Safety Signs: As required by the Department of Health. Submittal required. Placement at the pool site shall be in conformance with Health Department Inspector, one (1) minimum and one (1) set of Spray Ground signage.

2.2 MAINTENANCE EQUIPMENT
A. Commercial Pool Vacuum: Commercial Pool Vacuum: Provide pool vacuum cart with a 155- square foot single-cartridge filter, lid-mounted handle, separate lid-mounted bracket for electrical cord, and two rubber-tired ball bearing wheels with grease fittings. Cart and filter shall be fabricated from schedule 304 stainless steel with welds treated and passified. Provide Whisperflo pump with a 1 1/2 hp, 115/230 volt, maximum 20 amp draw @ 120 volts, single phase motor and integral trap. Pump shall be UL and NSF listed, have 2" suction and 1 1/2" discharge fittings, and have a brass priming valve with hose bib. Entire pump assembly shall be anchored to vacuum cart with two stainless steel bolts. Provide a 100 foot 10 AWG 3/C SJ electrical cord with ground fault interrupter (GFI) plus. Cord shall be wired to a double pole, 30-amp switch which shall be mounted on pump motor. One (1) required.

B. Heavy Duty Vacuum Hose: 2" x 50' with hose connector. Pentair, Smooth Bore or approved equal. One (1) required.

C. Utility Pole: 24' fiberglass with connectors. Pentair, Skimlite or approved equal. Two (2) required.

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Johnson Pool Phase II Project #23022
City of Roseville
SWIMMING POOL EQUIPMENT 131106 - 3
D. Pool Wall Brush: 36" wide professional quality. Pentair or approved equal. One (1) required.

E. Leaf Skimmer: 30" x 8" x 12", professional quality. Pentair, Spectrum or approved equal. One (1) required.

F. Water Quality Test Kit, Professional Grade, Taylor Technologies Model #1741C, LaMotte Model #PRO250-NJ or approved equal. One (1) required.

2.3 SWIMMING POOL FITTINGS
A. Swimming Pool Main Drain Frame & Grate (18” x 36”): Daldorado DalMax-SG/FG-1836 VGBA and USPC compliant. Two (2) required. Hayward 2” collector tubes #SP1056 and Hayward 2” hydrostatic relief valves #SP1055, or approved equal, two (2) required. Contractor shall provide to the Owner a Certificate of Compliance, signed by a licensed design professional, for main drain sump(s) and frame(s) and grate(s), as required by the Virginia Graeme Baker Act.

B. Surface Skimmer: Waterway # 540-6350, 2 1/2” with solvent weld fittings. Rated at 75 GPM.

Eight (8) required at Swimming Pool.

C. Floor Return Inlet 1-1/2” Adjustable: StaRite #08417-0000, United Industries, or approved equal.

Eighteen (18) required at swimming pool.

D. Swimming Pool Underwater Lights: ‘Pure White LED’ #LPL-F5W-120 -100 (100’ cord) Stainless steel face rings, 87-watt lamps and LWC (J&J Electronics); provide stainless steel light niches, #78210600 with 1” rear hubs. ‘Pentair’ or approved equal. Six (6) required at Swimming Pool.

E. Junction Box for Underwater Lights, completed with strain reliefs: Hydrel #1719, Appleton or approved equal. Three (3) required at swimming pool.

2.4 WET PLAY EQUIPMENT

PRODUCT QTY TOTAL
FLOW

1. Lily Pad
Waterplay #0010-7491
2 12 GPM

2. Tiny Train Slide
Water Odyssey #F1117
1 37 GPM

3. Vortex Slide
SR Smith #695-209-124
1 30 GPM

4. Aqua Zip N’
Poolside Adventures
1 NA

2.5 SWIMMING POOL DECK EQUIPMENT
A. Adjustable Grab Rails: KDI-Paragon #30302, 1.90" O.D. x .109" wall, no known equal. Two (2) sets required at Swimming Pool.

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For Council Approval
Johnson Pool Phase II Project #23022
City of Roseville
SWIMMING POOL EQUIPMENT 131106 - 4
B. Recessed Steps, Set of 3: KDI-Paragon #32102, no known equal. Four (4) sets of three required at Swimming Pool.

C. Anchor Sockets for Grab Rails: KDI-Paragon 28102, no known equal. Eight (8) required.

D. Stainless Steel Escutcheon Plates for Grab Rails: KDI-Paragon 28301, no known equal. Eight (8) required at Swimming Pool.

E. Accessible Lift: Aqua Creek Mighty 400 #F-MTY400 (350 lb. min and 400 lb. max lifting capacity) self-operated, or approved equal. Furnish complete with anchors, cover, extra battery pack and transporter cart #INV01902. All parts and accessories shall be ‘Coastal Gray’. One (1) required.

F. Pool Cover System: (T-Star or equal)

1. A pool cover system as described below shall be provided and shall include all the specified features, without exception. Submittal data must include complete documentation relating to all the specified features and include manufacturer's sales literature, specification sheets, and installation/operation/¬maintenance manuals. Upon written request by the specifying agent, the following samples must be provided: samples of tubing used for storage reel winding tubes and end frames; a sample winding tube bearing; a sample castor wheel assembly; and a cover sample measuring at least 8" x 11", including weighted side edge, reinforced end edge, and grommet.

2. Cover Material:
a. Material shall be woven, 10 by 10 count per inch, high-density polyethylene, ultraviolet stabilized film fabric, laminated to both sides of 1/8" thick, closed cell, medium density, white, polyethylene foam. The woven polyethylene film fabric shall be coated on both sides with an ultraviolet stabilized, chemically resistant polyethylene coating. The combination of film, foam and woven components shall be non-toxic, on-absorbent, non-permeable and buoyant. Color shall be blue on upper surface and black on under surface. In addition to the above, cover must meet the following requirements:

Thickness 1/8 inch minus or plus 10%
Foam Density 2 lbs. per cubic foot
Weight 5 oz. per square foot
Tensile Strength 318 lbs. (ASTM 168264)
Tear Strength 60 lbs. (ASTM D2261-71)
Bursting Strength (Mullen Tester): 425 psi (ASTM 751-73) Service Temperature -40°F to +160°F
K Factor .25 BTU/sq. ft.-Hr-°F/inch (ASTM D2326)
Reinforced Edge Tear Strength 1225 lbs. pull strength, corner to corner Open Seam Tear Strength 70 lbs.

3. Cover Design Criteria:
a. Cover panels shall totally cover the surface of the pool without gaps or overlaps with reinforced cutouts to accommodate rounded corners, step areas, rails, etc. Cover panels shall be of the following quantities and sizes:

Qty. Size
3 13 feet, 4 inch x 92 feet, 2 inch
b. Along end and side edges of each panel, a weighted material shall be sewn in and shall be continuous, non-corrosive and conform to the flat shape of the cover. End Not for Construction
For Council Approval
Johnson Pool Phase II Project #23022
City of Roseville
SWIMMING POOL EQUIPMENT 131106 - 5
edges shall be reinforced with a double layer of polyethylene-coated film fabric and designed in such a manner as to prevent panels from dividing when the are being pulled across the water. On all corners, weighted edge shall wrap corners and be itself encapsulated by the two layers of end reinforcement. The entire corner construction shall be reinforced with an 1/8" thick load dispersion plate and noncorrosive grommet. c. Both ends of each cover panel shall be equipped with no less than three (3) noncorrosive grommets and quick-release loops for easy connection to the storage reel or to the next cover panel. All sewing shall be ultra-violet stabilized and chemically resistant 100% polyester thread. Main body seams shall be welded, glued or heat sealed. Complete mechanical attachment with lock-stitched thread shall be required.

Warning labels consistent with the recommendations of the Federal Consumer Protection Agency shall be permanently affixed to each end of each cover panel and to the sides of perimeter panels.

4. Storage Reels:
a. The following quantity, type, and size of storage reels shall be provided:

Qty. Winding Tubes Per Reel Length of Winding Tubes
1 3 15 foot
2 2 16 Foot
b. Storage reel frame, winding tubes, castors, brake shafts, cranks and fasteners shall be made of type 304 stainless steel. Each reel shall have six wheels, each of which shall be 6 inches in diameter, be rated at 1150 pounds load capacity and be made of solid polyurethane. Wheels shall be lubricateable through grease fittings on stainless steel axle shafts and have stainless steel swivel yoke assemblies. The reel shall have two frame mounted, screw-type brakes with pads that lock directly to the pool deck and have a total of 18 square inches of total braking surface. Castor brakes or other types of foot-operated or lever-operated brakes will not be considered equal. Each winding tube shall be 4 1/2 inches in diameter; have a wall thickness of .120 inches; and shall consist of continuous length of tubing without joints or welds. Reels with tubes fabricated from two or more pieces of tubing joined together will not be acceptable. End frames shall be fabricated from 1 1/2-inch square Schedule 304 stainless steel box beam tubing with .120" wall thickness. To facilitate field repair, 3/8" stainless steel bolts, nuts and washers shall be used to connect major reel frame parts, wheels, brakes, bearings and winding tubes. Reels that use welding to connect these components will not be considered equal. Winding tube bearings shall be heavy duty, self-aligning, pillow block ball bearings with set screws to secure tube shafts and prevent their lateral movement. All bearings shall be lubricateable through grease fittings. Plastic surface bearings will not be acceptable. c. Each storage reel shall be provided with a protective cover constructed of vinyllaminated polyester cloth, 1000 denier, totaling 13 ounces per square yard.

5. Measuring and Training:
a. A representative of the manufacturer shall visit pool site to confirm measurements prior to fabrication of cover, and once cover is delivered, train operating personnel and supervise initial installation of cover.

6. Warranty:
a. Cover panels shall be provided with manufacturer's three- year full replacement warranty covering defects in material and workmanship. Storage reel shall be provided with manufacturer’s 10-year warranty covering defects in material and workmanship
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For Council Approval
Johnson Pool Phase II Project #23022
City of Roseville
SWIMMING POOL EQUIPMENT 131106 - 6

2.6 SWIMMING POOL CIRCULATION PUMP:

A. ‘Pentair’ C Series CMK-75, 7 ½ HP, 200-208V, 3PH with integral strainer, 3450 RPM rated at 300 GPM at 60 ft. TDH. Provide ‘Pentair’ ‘Accudrive’ #AD075-2303-N12 variable speed drive with flow meter input and user lockout. VFD to be programmed with normal circulation flow rate, backwash and night time flow rate set to non-operational hours only. Coordinate mounting location to maintain desired clearances, 230V 3PH.

2.7 WATER PLAY BOOSTER PUMP
A. Pentair ‘Intelliflo3 VSF’ pump #011065 208V 1PH, 1.5 HP with integral variable speed control, self priming pump, 3450 RPM rated at 170 GPM at 60 ft. TDH with integral strainer. One (1) total. (55 lbs) pump to be programmed with normal circulation flow rate of 43 GPM. One (1) total. Booster pump shall be interconnected to all equipment. Pump shall not function if circulation pump or UV system are not functioning.

2.8 SWIMMING POOL FILTERS
A. ‘Pentair’ Triton #3-TR-140C-3 hi rate permanent media filters with 21.18 sq. ft. of filter area rated at 317.7 GPM at 15 GPM/sq. ft. Complete with 3” pre-manufactured manual multi-port valve, 3” backwash, seismic anchorage. Provide all utilities, piping, valving, etc. Four (4) total. (1007 lbs. per tank)

2.9 SWIMMING POOL HEATER
A. Indirect fired pool heating package system, ‘Aquas’ Crest smarttouch control condensing modulating boiler, titanium heat exchanger with CPVC connections, factory assembled skid mounted package, California Code Controls, 1 ½” natural gas connection, 3” water connections, 6” diameter air inlet and 8” diameter flue vent size, PVC vented, 1,250,000 BTU per hour input, 97% efficient. Provide ¾” cold water connection ‘Lochinvar’ APO1250N, weight = 2809 lbs.

One (1) total.

2.10 (E) CHLORINE STORAGE/FEED SYSTEM
A. Use existing 500-gallon dual storage/containment tanks with lid seismically restrained; operating weight = 4,165 lbs. Complies with Fed. Reg. #40CFR-264-193. New feed pump shall be Sure Water Technologies ‘The Solution’ 1728 GPD max. ½ HP pump, ‘Berkeley’ #SS1XN, 115/230V, 1PH motor, TEFC, complete with piping, valving and mounting. One (1) total.

2.11 CARBON DIOXIDE STORAGE FEED SYSTEM
A. Provide one (1) ‘NOVO-600’ 600 lb. cryogenic liquid CO2 storage tank with remote fill port. 594 liquid lbs. (5195 cubic feet of gaseous CO2 at NTP) one (1) total. Provide EKO PH-MTS CO2 high efficiency feed system with alkalinity control, 0 to 160 SCFH feed capacity booster pump, piping injector, flowmeter, relays and acid feed alkalinity control. One (1) system total. (92 lbs.) Provide hard wired ‘Analox’ #API KIT CO2 detector with audible and visual alarms in chemical room, UL 1971 standard listed, one (1) total.

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For Council Approval
Johnson Pool Phase II Project #23022
City of Roseville
SWIMMING POOL EQUIPMENT 131106 - 7

2.12 SWIMMING POOL WATER LEVEL CONTROL SYSTEM
A. Niche mounted ‘PEM’ model L104-46 wall mounted sensor unit with ‘PEM’ L104-100A, 115V U.L. listed control panel, solenoid valve, etc. Swimming Pool Line = 4”. One (1) total.

2.13 FLOWMETER
A. ‘Blue/White’ F-300, Swimming Pool = 4” line size. One (1) total.

2.14 SWIMMING POOL WATER CHEMISTRY CONTROLLER
A. Provide one (1) dedicated ethernet connection for one (1) BecSys System 5 water chemistry controller. Provide complete system control package. ‘BecSys 7’, ‘Impact’, Wallace & Tiernan’ or approved equal. One (1) total.

2.15 ELECTRICAL
A. Provide all electrical wiring conduit, panel(s), starters/disconnect interconnects, etc. as required for proper equipment installation per manufacturer’s recommendations and shop drawings.

Coordinate all work with other trades as required. Refer to electrical plans for all additional information. All underwater lights to be controlled via 24-hour time clock. Swimming pool filters to be controlled via 24-hour time clock. Time clocks for pool circulation and wet play booster pump shall be programmable to limit operation of pumps to off peak demand periods during California State Energy Commission imposed power reduction periods in compliance with Section 114(b)311 of the 2010 Building Energy Efficiency Standards.

2.16 EYEWASH / SHOWER
A. Haws Model #8300-8309 CRP corrosion resistant combination eye/face wash/shower. See MEP Sheets for water supply piping. One (1) total.

2.17 WET PLAY ULTRAVIOLET SYSTEM
A. ‘Evoqua’ #WF-115-3-N, validated at 242 GPM, 3” flanged connection in-line UV with two (2) lamps at 1,500 watts, 208V 1PH. Control Unit: 208V 1PH 23” x 31” x 12” deep (60 lbs.) Provide piping bypass, valving, ETS EZ valve strainer and install per manufacturer’s instructions. One (1) system total.

PART 3 - EXECUTION

3.1 SURFACE CONDITIONS
A. Inspection:

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Johnson Pool Phase II Project #23022
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SWIMMING POOL EQUIPMENT 131106 - 8

1. Prior to installing the items of this Section, carefully inspect the installed Work of other trades and verify that all such Work is complete to the point where this installation may properly commence.

2. Verify that the swimming pool equipment items may be installed in strict accordance with original design, pertinent codes and regulations, and the manufacturers' recommendations.

B. Discrepancies:

1. In the event of discrepancy, immediately notify the Owner’s Representative.

2. Do not proceed with installation in areas of discrepancy until all such discrepancies are fully resolved.

3. Failure to notify the Owner’s Representative and give written notice of discrepancies shall constitute acceptance by the Installer of existing conditions as fit and proper to receive its Work.

3.2 INSTALLATION
A. Supply and install items of swimming pool equipment in strict accordance with applicable codes and regulations, the original design, and the manufacturer's published recommendations, anchoring firmly and securely for long life under hard use.

B. Coordinate with other trades to insure all imbedded items are set plumb and flush. Railing ends must have anchor sockets and escutcheon plates. Be certain that deck equipment and railings are properly bonded prior to imbedding.

C. All equipment shall be braced and/or anchored to resist a horizontal force acting in any direction using the criteria shown on the Drawings.

3.3 INSTRUCTION
A. The Contractor shall provide a factory certified representative(s) to start-up and certify proper installation, operation and full warranty status of all swimming pool mechanical equipment. The Contractor shall provide not less than two 8-hour days of on-site training for facility staff in the operation and maintenance of the swimming pool mechanical equipment and systems. The two 8-hour days shall be separated by a minimum of seven calendar days and be completed within the 14-day start-up period.

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Johnson Pool Phase II Project #23022
City of Roseville
SWIMMING POOL EQUIPMENT 131106 - 9
C. Start-up and provide qualified personnel to operate pool equipment for a period not less than fourteen (14) days after the pool is placed in operation, or until the Owner takes occupancy of the facility or letter of substantial completion. During this time, Contractor shall instruct and supervise the Owner's personnel in the various operating and maintenance techniques involved.

3.5 CLEAN-UP
A. Upon completion of swimming pool equipment, remove all debris, materials and equipment occasioned by this Work to the approval of the Owner’s Representative.

END OF SECTION 131106
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Johnson Pool Phase II Project #23022
City of Roseville
SWIMMING POOL MECHANICAL 131107 - 1
SECTION 131107 – SWIMMING POOL MECHANICAL
PART 1 - GENERAL

1.1 WORK INCLUDED
A. Swimming pool mechanical piping as indicated on the Drawings for circulation and filtration systems, pool water heating systems, chemical control systems, booster pump systems and appurtenances.

B. Domestic water system from points of connection within swimming pool mechanical equipment room to make-up water system.

C. Filter backwash piping to point of connection with backwash retention pit as required.

1.2 QUALITY ASSURANCE
A. Qualifications of Workers:

1. The entity performing the work of this Section shall have been successfully engaged in the respective trade for at least five (5) years immediately prior to commencement of the Work.

2. For actual construction operations, use only trained and experienced workers with a minimum of three (3) years experience with the materials and methods specified.

B. Standards:

1. All equipment supplied or work performed shall comply with Chapter 31 of California Building Code, latest edition.

2. Work shall be performed in accordance with the applicable editions of all National, State and local codes, laws, regulations and ordinances, including the following:
a. American National Standards Institute (ANSI).
b. American Society for Testing Materials (ASTM).
c. American Waterworks Association (AWWA).
d. American Welding Society (AWS).

3. Do not construe anything in the Drawings or Specifications to permit Work not conforming to these requirements.

1.3 SUBMITTALS AND SUBSTITUTIONS
A. Provide submittals in conformance with the requirements of Section 013300.

B. Required submittals include:

1. Pipe and Fittings as specified in Article 2.2 of this Section.

2. Valves as specified in Article 2.3 of this Section.

3. Pressure / Vacuum Gauges as specified in Article 2.4 of this Section.

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Johnson Pool Phase II Project #23022
City of Roseville
SWIMMING POOL MECHANICAL 131107 - 2

4. Pipe Hangers and Supports as specified in Article 2.5 of this Section.

5. Sleeves and Waterstops as specified in Article 2.6 of this Section.

C. Submit proof of qualifications as specified in Article 1.2.A of this Section.

1.4 PRODUCT HANDLING
A. Delivery: Deliver all materials to the Project Site in the manufacturer’s original unopened containers with all labels intact and legible.

B. Storage: Store all materials under cover in a manner to prevent damage and contamination, and store only the specified materials at the Project site.

C. Protection: Use all means necessary to protect swimming pool mechanical items before, during and after installation and to protect the installed Work specified in other Sections.

D. Replacements: In the event of damage, immediately make all repairs and replacements necessary to the approval of the Owner and at no additional cost to the Owner.

1.5 JOB CONDITIONS
A. A.Cooperate with entities performing Work specified in other Sections to so that no conflict of new construction or occupied space may occur. Should any installation Work be done without such craft coordination, that Work so installed shall be removed and re-installed.

PART 2 - PRODUCTS

2.1 PRODUCT QUALITY
A. Materials and equipment shall be new, of the best quality for the purpose intended, and shall be clearly marked with the manufacturer's name and nameplate data or stamp and rating. As far as practicable, materials and equipment shall be of one manufacturer.

2.2 PIPE AND FITTINGS
A. PVC Schedule 40: Type 1, normal impact, NSF approved for solvent welding applications, ASTM Specification D-1785, color shall be white. Dura, Lasco, or approved equal.

B. PVC Schedule 80: Type 1, normal impact, NSF approved for solvent welding applications, ASTM Specification D-1785, color shall be gray. Dura, Lasco, or approved equal.

C. CPVC Schedule 80 Influent/Effluent Heater Piping: Type 1, normal impact, NSF approved for solvent welding applications, ASTM Specification D-1785, color shall be gray. Dura, or Lasco.

D. PVC DR25: Conforming to ASTM D-1784, use with epoxy coated bell and spigot-type fittings or epoxy coated mechanical joint by flange adapters with epoxy coated cast iron fittings as Not for Construction
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Johnson Pool Phase II Project #23022
City of Roseville
SWIMMING POOL MECHANICAL 131107 - 3
specified in Article 2.02 (F), below. Johns-Manville "Big Blue", Diamond Plastics, or approved equal.

E. Copper Tubing: ASTM Specification B-88, hard drawn, with ANSI Standard B16.22 wrot copper fittings.

F. Steel: ASTM Specification A-120, Schedule 40 black or galvanized pipe with ASTM A-47 150 lb. banded malleable iron threaded fittings.

G. Cast Iron: ASTM Specification B16.1, cast iron flanged fittings, provide epoxy coating as required for use with chlorinated water.

2.3 VALVES
A. Ball Valves:

1. For pool system: True-Union design, PTFE seat material with FPM or FKM Double Oring stem seals, locking handle, NSF certified. PVC schedule 80 body for below grade installation. PVC Schedule 80 body for above grade installation. Furnish ball valves on all pip diameters 2 ½” or less with a rating of at least 200psi at 73° F, Asahi, Ipex or Nibco.

2. For copper pipe system: 3-piece full-port Bronze body valve with Teflon seat, ‘Apollo’, ‘Nibco’ or approved equal.

B. Butterfly Valves:

1. Epoxy coated cast or ductile iron body, 316 stainless steel disc and stem, viton seat material, furnish hand wheel/gear operators on all valves 8" and larger. DeZurick, Keystone, Ipex or equal.

2. PVC body, PVC disc and EPDM construction suitable for chlorinated water applications.

Stem shall be of 316 stainless steel and non-wetted. Valves shall be self-gasketed design with a convex sealing arrangement. Valves 1-1/2” – 10” shall be rated to 150 psi and 12” valves shall be rated to 100 psi at 70°F. Asahi Pool-Pro, no known equal.

C. Check Valves: Wafer-type, epoxy coated cast or ductile iron body, 316 stainless steel plates and shaft, viton seat material. Centerline, Metraflex, or approved equal.

D. Surge Chamber Float Valve: Swimming Pool; EPD #2-0020-230 Float Control Valve, 10" line size, as manufactured by Environmental Products Division of Doughboy Recreational, Rancho Cucamonga, CA, no known equal.

E. Surge Chamber Isolation Valve: Butterfly valve, tapped lug style, bronze body, stainless steel stem, bronze disc, phenolic back-up ring, EPT seat material. Provide stainless steel shaft extension, shaft housing and tool operator located 2’-0” above floor level with deck access grate as required. DeZurick, Keystone, Asahi, Spears, Ipex or approved equal.

F. RP Backflow Preventer: Febco #835-B for 2" and smaller; #825 for 2-1/2" and larger. Febco, Watts, or approved equal.

G. Swimming Pool Make-up Water Control: 3” Cla-Val solenoid control valve #136-01BY; 3 inch ductile iron, epoxy coated body with cast iron disc retainer and diaphragm washer, bronze trim, flanged globe pattern, 120V at 60 Hz. Solenoid wiring shall be wired to water chemistry controller. Provide 6 inch air gap at fill point. Wet Play Make-up Water Control shall be 1” ClaNot for Construction For Council Approval
Johnson Pool Phase II Project #23022
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SWIMMING POOL MECHANICAL 131107 - 4
Val solenoid control valve #136-01BY as listed above. Provide 2” air gap at fill point. Two (2) systems total.

2.4 PRESSURE / VACUUM GAUGES
A. Furnish and install pressure and vacuum gauges on the discharge and suction sides of all pumps. 2” or 2 1/2" diameter dial, bottom connection, chrome ring, shut-off cock and snubber. Ranges shall be selected to indicate between mid-point and two-thirds of maximum range under design conditions. Marsh, Trerice, or approved equal.

2.5 PIPE HANGERS AND SUPPORTS
A. General:

1. The requirements of this Section relates to various requirements of the Agreement, General and Supplementary Conditions, Specifications, Drawings, and modifying documents which are part of the Construction Contract. Responsibility for coordination of all such applicable requirements will be that of the Contractor.

B. Description:

1. This section provides guidelines and limitations for the support of all mechanical, electrical, plumbing or architectural items from the building structure, and for the seismic bracing of such items.

2. Design and install all support and bracing systems as required for the swimming pool systems. Provide for attachment to portions of the building structure capable of bearing the loads imposed. Design these systems to not overstress the building structure.

C. Quality Assurance:

1. Design and install all support systems to comply with the requirements of the 2016 California Building Code, Chapter 16A.

2. Seismic bracing is to be designed by a professional engineer licensed in the State of California.

3. For the seismic bracing of mechanical, electrical and plumbing system, refer to “Guidelines for Seismic Restraints of Mechanical Systems and Plumbing Piping Systems” by Sheet Metal and Air conditioning Contractors National Association, Inc., (SMACNA) for guidelines.

D. Submittals:

1. Submit shop drawings for all substructures and attachment methods.

2. Submit proposed alternative methods of attachment for review and approval by the Architects, prior to deviating from the requirements given below.

3. For all pipe hangers and support systems, submit structural calculations and details which include all resultant forces applied to the building structure and are prepared and signed by the Contractor’s licensed California professional engineer. Calculations will be reviewed for compliance with design criteria, not for arithmetic.

E. Materials:

1. Use Kin-Line, Grinnel, or approved equal.

2. Support all pipelines individually with hangers, each branch having at least one hanger.

Lateral brace as noted and required.

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Johnson Pool Phase II Project #23022
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SWIMMING POOL MECHANICAL 131107 - 5

3. Support piping near floor with steel stanchions welded to end plates secured to pipe and floor.

4. Support vertical piping at each floor level. Install coupling in piping at each support.

Coupling shall rest on and transmit load to support. Isolate copper from steel supports with vinyl electrician's tape around pipe and coupling.

5. Use Stoneman "Trisolator," Unistrut, or approved equal, isolators at each hanger and other support points on bare copper tubing system.

6. For PVC pipe, space hangers four (4) feet apart for pipe sizes 1" and under, five (5) feet apart for pipe sizes 1-1/4" to 2", and six (6) feet apart for pipe sizes over 2". Space hangers for horizontal pipes at a maximum of six (6) feet for copper 2" and smaller and for steel 1- 1/4" and smaller; ten (10) feet for copper 2-1/2" and larger and for steel 1-1/2" and larger.

7. Size hanger rods, screws, bolts, nuts, etc., according to manufacturer's sizing charts.

8. Trapeze hangers may be used for parallel lines.

9. Use galvanized or cadmium plated hangers, attachments, rods, nuts, bolts, and other accessories in pool mechanical room, high humidity areas, or where exposed to weather.

Hot dip galvanize all items which are not factory furnished. Plating for hinged movements must be done at the factory.

10. Lateral Bracing: To prevent swaying of the piping systems, provide angle iron bracing and anchor into wall or overhead framing. Piping shall be braced or anchored in such a way as to resist a horizontal force of 50% of its operating weight in any direction.

11. Do not use wire or other makeshift devices for hangers.

12. Furnish all substructures and fasteners required to comply with the limitations given below.

Use material as specified in the various sections and as appropriate to their use.

F. Guidelines & Limitations:

1. Each Contractor will coordinate the load requirements from all subcontractors so that no combination of loads overstresses the building structure or exceed the limitations given below.

2. Concrete Structure:
a. Support all loads hung from concrete structure with cast-in-place inserts, unless drilled-in anchors are specifically approved in writing prior to placing the concrete. b. Concrete anchors must not penetrate into reinforcing bars. Where the anchors boring indicates the presence of reinforcing bar, patch hole with an epoxy type grout and relocate anchor 12 diameters away.
c. Individual expansion anchors cannot support any loads greater than 300 pounds or manufacturer’s specified load capacity without approval.

3. Steel Structure:
a. Hang no more than 20 pounds per metal deck rib in any span. b. At beams, hang all beam loads greater than 40 pounds concentric to beam, not off the flanges.
c. Attached no loads to the beams or girders greater than the following without specific approval from the architect;
1) Roof beams and girders: 300 pound point load or 600 pound total load for a single span.

G. Seismic Bracing:

1. Design and install seismic bracing to not ground out vibration and sound isolation systems.

2. All items of mechanical and electrical equipment 60” or more in height are to be seismically braced whether such bracing is shown or not.

Not for Construction
For Council Approval
Johnson Pool Phase II Project #23022
City of Roseville
SWIMMING POOL MECHANICAL 131107 - 6

2.6 SLEEVES AND WATERSTOPS
A. Provide sleeves where work of this Section passes through fire rated partitions, floors and ceilings, concrete slabs or exterior of structure. Caulk clearance space using sealant appropriate for application in conformance with manufacturer's recommendations and Title 24 of California Code of Regulations. 3m, Dow Corning, or approved equal. In lieu of sleeves and caulking, "Link Seal" products may be used.

B. Provide prefabricated waterstops as indicated on the Drawings at all pipe penetrations through structures containing stored water (i.e., swimming pools, balance/surge tanks, etc.) to insure leakproof seals.

PART 3 - EXECUTION

3.1 SURFACE CONDITIONS
A. Inspection:

1. Prior to Work of this Section, carefully inspect the installed Work of other trades and verify that such work is complete to the point where this installation may properly commence.

2. Verify that items of this Section may be installed in accordance with the original design and referenced standards.

B. Discrepancies:

1. In the event of discrepancy, immediately notify the Owner’s Representative.

2. Do not proceed with installation in areas of discrepancy until all such discrepancies have been fully resolved.

3. Failure to notify the Owner’s Representative and give written notice of discrepancies shall constitute acceptance by the Contractor of existing conditions as fit and proper to receive his work.

3.2 ABBREVIATIONS AND SYMBOLS
A. Abbreviations and symbols on the Drawings are those most commonly used. Obtain clarification from the Owner’s Representative on any questionable items before bid.

3.3 GENERAL PIPING REQUIREMENTS
A. Size any section of pipe for which size is not indicated or any intermediate section erroneously shown undersized the same size as the largest pipe connecting to it. Sizes listed are nominal.

B. Cut pipe accurately to job measurements and install without springing or forcing, true to line and grade, generally square with building and/or structures and adequately supported to prevent undue stress on pipe, fittings and accessories.

C. Make changes of direction with manufactured fittings. Street ells, bushings, reducing flanges, close nipples or bending of pipe is not allowed.

Not for Construction
For Council Approval
Johnson Pool Phase II Project #23022
City of Roseville
SWIMMING POOL MECHANICAL 131107 - 7
D. Use great care to install piping in accordance with best practice. Plastic pipe shall be “snaked” in trenches to allow for thermal expansion.

E. All above grade, below grade and buried or imbedded PVC shall be installed using solvent weld fittings. Also, each and every fitting and pipe end shall be prepared with solvent primer. Fittings shall be joined individually and with enough time between assembly of adjacent joints to allow them to seal solidly. After joining, an even ring of primer must be visible around the entire fitting.

If any fittings are installed without visible primer, the fitting shall be removed and discarded and piping recut, rechamfered and joint made up again using a new fitting. All procedures, methods and techniques used to make up solvent weld joints shall be in strict accordance with manufacturer's recommendations.

F. Arrange pipe and hangers to allow for expansion, contraction and structural settlement. No pipe shall contact structure except penetrations as shown on the Drawings.

G. Provide dielectric connections between copper and dissimilar metals. In copper systems, threaded piping including connections to equipment shall be brass pipe and fittings. Install dielectric connections in vertical sections of piping only.

H. Run pipe full size through shut-off valves, balancing valves, etc. Change pipe size within three (3) pipe diameters of final connection to control valves, fixtures and other equipment.

I. Provide unions or flanges at connections to equipment, on service side of valves and elsewhere as required to facilitate ease of maintenance.

J. Locate equipment shut-off valves as close to equipment as possible maintaining easy valve access.

K. Make all connections between domestic water systems and equipment or face piping with approved backflow prevention devices as required.

L. All PVC pipe exposed to direct sunlight shall be painted with two coats of Exterior Acrylic SemiGloss Paint, Sherwin Williams or equal. Color to be selected by the Architect. Prior to painting the PVC pipes, the exterior of all PVC pipes shall be wiped with Methyl Ethyl Ketone, or an approved equal, to remove the glaze from the pipes.

M. The Main Drain pipe must run either level or uphill from the main drain sump, through the surge pit (if applicable) and then to the circulation pump.

3.4 TRENCH EXCAVATION AND BACKFILL
A. Excavation:

1. Excavate and backfill trenches as required for the Work of this Section. Conform to requirements of Section 131101.

2. The Contractor shall perform all excavation of every description and of whatever materials encountered, to the depths indicated on the Drawings or as necessary. The Contractor shall dispose of the excavated materials not required or suitable for backfill as directed, and shall perform such grading as may be necessary to prevent surface water from flowing into the trenches. The Contractor shall provide adequate equipment for the removal of storm or subsurface waters, which may accumulate in the excavated areas.

Not for Construction
For Council Approval
Johnson Pool Phase II Project #23022
City of Roseville
SWIMMING POOL MECHANICAL 131107 - 8
B. Trenching:

1. Excavate trenches to lines and grades as indicated on the Drawings and with banks as nearly vertical as practicable.

2. Bottoms of trenches shall be accurately graded to provide uniform bearing on undisturbed soil for the entire length of each section of pipe.

3. The width of the trench at and below the top of the pipe shall be such that the clear space between the barrel of the pipe and the trench wall shall not exceed 8” on either side of the pipe. The width of trench above the top of pipe may be wider if necessary.

4. Over-depth excavations shall be filled with tamped sand to required grades.

5. Excavations of five (5) feet or more in depth shall be shored or supported in conformance with rules, and regulations of State and Federal Governments. Shoring shall be constructed, maintained and removed in a manner to prevent caving of the excavation walls or other load on the pipe.

C. Backfilling:

1. Material for backfilling of pipes shall be approved granular material less than two (2) inches in diameter obtained from the excavation. No material of a perishable, spongy or otherwise unsuitable nature shall be used as backfill.

2. Backfilling of pipe trenches shall commence immediately after installation and testing to preclude damage to the installed pipe. Backfill around pipe shall be carefully placed so as not to displace or damage the pipe, and shall be carried up symmetrically on each side of the pipe to one foot above the top of the pipe. The material shall be carefully compacted or consolidated before additional backfill is placed.

3. Backfill above an elevation of one foot above the top of pipe in conformance with requirements of Section 131101. Material for balance of backfill shall be approved granular material less than six (6) inches in diameter taken from the excavation.

4. Unless otherwise indicated on the Drawings, all pipe shall have a minimum of eighteen (18) inches of cover.

3.5 GENERAL EQUIPMENT REQUIREMENTS
A. Position equipment to result in good appearance and easy access to all components for maintenance and repairs.

B. Install piping, flues, breeching and ducts so that they do not interfere with equipment access.

C. Install level, secure and out of moisture. Provide shims, anchors, support straps, angles, grouted bases, or other items as required to accomplish proper installation.

D. All screws, nuts, bolts and washers shall be galvanized, cadmium plated or stainless steel. After fabrication, hot-dip galvanize unfinished ferrous items for outdoor, below grade or other use subject to moisture.

E. Extend 1/2” Schedule 40 black steel pipe lubrication tubes from all hard to reach locations to front of equipment or to access points. Terminate with proper type of lubrication fitting.

Not for Construction
For Council Approval
Johnson Pool Phase II Project #23022
City of Roseville
SWIMMING POOL MECHANICAL 131107 - 9

3.6 VALVES AND STRAINERS
A. If no shut-off is indicated, provide ball valves at inlet connections and balance valves at outlet connections to fixtures and equipment. Provide proper valve trim for service intended.

B. Use no solder end valves unless noted otherwise; provide adapters in copper tubing systems.

C. Locate valves with stems above horizontal plane of pipe. In general, locate valves within six (6) feet of floor, out from under equipment, in accessible locations with adequate clearance around hand wheels or levers for easy operation.

D. Provide all valves, cocks and strainers, full pipe size unless indicated otherwise.

E. Provide hand wheel operators on all valves 6” and larger, under 6” lever operators may be used.

F. Provide tool operated valve with stainless steel shaft extension and 'on deck' tool operation for surge chamber butterfly isolation valve.

3.7 IDENTIFICATION OF PIPING
A. Identify each valve by a numbered brass tag with hole and brass chain mounted on valve stem or handle. Tag to be a minimum of 1” in diameter and numbers at least 1/4” high stamped into tag.

Valves and plumbing lines shall be labeled clearly with the source or destination descriptions.

B. Install an identification chart in a plastic or glass framed enclosure, which schematically illustrates the proper operation of all piping systems and indicates number and location of all valves and control devices within the system.

C. The direction of flow for the recirculation equipment shall be labeled clearly with directional symbols such as arrows on all piping in the equipment area. Where the recirculation equipment for more than one pool is located on site, the equipment shall be marked as to which pool the system serves.

3.8 TESTS
A. Perform tests in presence of Owner’s Representative with no pressure loss or noticeable leaks.

B. Do not include valves and equipment in tests. Include connection to previously tested sections if systems are tested in sections.

C. Perform tests as follows:

System Test
Pressure
Test
Medium
Duration
Skimmer Lines and
Lawson Main Drain sump lines
20psig Water* 4 hours
Pool Piping 50 psig Water* 4 hours
Pool Main Drains 30 psig Water* 4 hours
Domestic Water 150 psig Water* 4 hours
*Never test PVC pipe or fittings with air or other gases, always use water.

Not for Construction
For Council Approval
Johnson Pool Phase II Project #23022
City of Roseville
SWIMMING POOL MECHANICAL 131107 - 10

3.9 PIPE MATERIAL APPLICATION
A. PVC Schedule 40: Below grade swimming pool piping and domestic water piping up to 12” line size; use standard solvent weld fittings.

B. PVC Schedule 80: Above grade swimming pool piping up to 12” line size; use solvent weld Schedule 80 or epoxy coated cast iron fittings.

C. Type L Hard Copper: Above grade domestic water piping.

D. CPVC Schedule 80; Pool Heater Piping.

E. Schedule 40 Steel: Natural gas piping.

3.10 CUTTING AND DRILLING
A. Cutting or drilling necessary for installation of Work of this Section shall be done only with approval of Owner’s Representative.

3.11 CLOSING-IN OF UNINSPECTED WORK
A. Do not cover or enclose Work before testing and inspection. Re-open Work prematurely closed and restore all Work damaged.

3.12 QUIETNESS
A. Quietness is a requirement. Eliminate noise, other than that caused by specified equipment operating at optimum conditions, as directed by Owner’s Representative.

3.13 FLUSHING OF LINES
A. Flush or blow out pipes free from foreign substances before installing valves, stops or making final connections. Clean piping systems of dirt and dust prior to initial start-up.

B. Just prior to plastering the pool, under the observations of the IOR, the pool mechanical system shall be flushed using the pool circulation pump. Circulate water through the mechanical system until the effluent water from the pool return heads runs clean.

3.14 CLEAN-UP
A. After all Work has been tested and approved, the Swimming Pool Subcontractor shall thoroughly clean all parts of the equipment installations, including all pool pipe and fittings in the pool mechanical room. Exposed parts shall be cleaned of cement, plaster and other materials and all grease and oil spots removed with solvent.

Not for Construction
For Council Approval
Johnson Pool Phase II Project #23022
City of Roseville
SWIMMING POOL MECHANICAL 131107 - 11
B. The Swimming Pool Subcontractor shall remove debris from the Project site. Cartons, boxes, packing crates and excess materials not used, occasioned by this work shall be disposed of to the satisfaction of the Owner’s Representative.

C. If the above requirements of clean up are not performed to the satisfaction of the Owner’s Representative, the Owner reserves the right to order the work done, the cost of which shall be borne by the Swimming Pool Subcontractor.

END OF SECTION 131107
Not for Construction
For Council Approval
Johnson Pool Phase II Project #23022
City of Roseville
SWIMMING POOL ELECTRICAL 131108 - 1
SECTION 131108 – SWIMMING POOL ELECTRICAL
PART 1 - GENERAL

1.1 WORK INCLUDED
A. Provide labor, materials and equipment as required to install the swimming pool electrical system including but not limited to:

1. A complete and operable system of service equipment, switchboards, panelboards, conduits, switches, time clocks and wiring for power and lighting, motor control centers.

2. Junction and/or pull boxes, conduits, disconnects, starters, contactors, wiring and connection of all motors and mechanical equipment, including connection and wiring of line voltage controls associated with the mechanical systems.

3. Swimming pool underwater lighting systems.

4. Swimming pool timing system outlets and scoreboard.

5. Complete grounding system as required and shown on the Drawings.

6. Complete equipotential bonding system as required and shown on the Drawings.

7. Adjusting and preliminary operation of the completed electrical system as described in Article 3.6, A of this Section.

8. Cleaning of all completed Work and installation adjustment of all trim and decorative items.

1.2 QUALITY ASSURANCE
A. Qualifications of Workers:

1. The entity performing the work of this Section shall have been successfully engaged in the respective trade for at least five (5) years immediately prior to commencement of the Work.

2. For actual construction operations, use only trained and experienced workers with a minimum of three (3) years experience with the materials and methods specified.

B. Ordinances and Codes: Materials and construction shall conform with all applicable code requirements, including:

1. National Electrical Code, latest edition; Electrical Safety Orders of the State of California; Department of Industrial Relations; regulations of the State Fire Marshal; rules and regulations of the Board of Underwriters of the Pacific, UL 50, 50E and NEMA 250 rating.

2. Chapter 31 of California Building Code, latest edition.

C. Verification of Conditions:

1. The locations shown on the Drawings are diagrammatic only and the exact finish location of equipment and materials cannot be indicated. Therefore, locations of all Work and equipment shall be verified to avoid interferences, preserve head room and keep openings and passageways clear. Changes shall be made in locations of equipment and materials which may be necessary to accomplish these purposes.

Not for Construction
For Council Approval
Johnson Pool Phase II Project #23022
City of Roseville
SWIMMING POOL ELECTRICAL 131108 - 2
D. Preliminary Operations and Testing:

1. Motor driven equipment shall be tested for correct rotation and completion of all connections.

1.3 SUBMITTALS AND SUBSTITUTIONS
A. Provide submittals in conformance with the requirements of Section 013300.

B. Required submittals include:

1. Conduit and Fittings as specified in Article 2.2 of this Section.

2. Panelboards as specified in Article 2.6 of this Section.

3. Circuit Breakers as specified in Article 2.7 of this Section.

4. Motor Starters as specified in Article 2.10 and 2.11 of this Section.

5. Fuses as specified in Article 2.13 of this Section.

6. Time Clocks as specified in Article 2.14 of this Section.

7. Ground Fault Circuit Interrupters as specified in Article 2.15 of this Section.

8. NEC required corrosion resistant enclosures, cabinets and boxes as specified in Article 2.8,

2.11, 2.16 & 2.18 of this Section.

C. Submit proof of qualifications as specified in Article 1.2.A of this Section.

1.4 PRODUCT HANDLING
A. Delivery: Deliver all materials to the Project Site in the manufacturer’s original unopened containers with all labels intact and legible.

B. Storage: Store all materials under cover in a manner to prevent damage and contamination, and store only the specified materials at the Project site.

C. Protection: Use all means necessary to protect swimming pool electrical materials before, during, and after installation and to protect the installed Work specified in other Sections.

PART 2 - PRODUCTS

2.1 MATERIALS, GENERAL
A. Materials shall be new, in unbroken packages and bear the U.L. label of approval.

B. Equipment of one type shall be by same manufacturer. One type of equipment for classifications such as:

1. Switchboards, panels, buss duct, disconnect switches and allied items.

2. Conduit.

3. Wire.

4. Conduit fittings.

5. Fixtures of the same general type.

6. Wiring devices.

Not for Construction
For Council Approval
Johnson Pool Phase II Project #23022
City of Roseville
SWIMMING POOL ELECTRICAL 131108 - 3

2.2 CONDUIT AND FITTINGS
A. Conduit within or under buildings or where exposed outdoors shall be rigid metal threaded, hot dipped galvanized, or U.L. approved plastic except where noted otherwise on the Drawings.

Metallic conduit shall be of the same metal between outlets or terminals.

B. Use flexible metallic conduit only for short connections of motors and where specifically called for on Drawings. Maximum length shall be 40". Use only liquid tight flexible metal conduit.

Install an unbroken #12 AWG insulated copper grounding conductor in each liquid tight flexible conduit with permanent connection at motor junction box and service panel ground.

C. Protect, before installation, metallic conduit runs in all slabs laid on grade or in contact with the earth or exposed in damp locations, with two (2) heavy coats of asphaltum rust-resisting compound.

D. Encase conduits 2-1/2" or larger run underground, outside, or under buildings, in concrete envelopes a minimum of 3" thick, except as indicated otherwise on Drawings or stubouts.

Conduits 2 and smaller laid 18" below finish surface in soil.

E. Low voltage runs underground outside buildings, 1-1/4" or smaller, may be G.I. or sherardized steel conduit, with machine applied wrapping equal to double wrap or Scotch-Wrap #50 tape, half lapped and quadrupled at joints in lieu of concrete encasement.

F. Service conduits through foundations or concrete members shall run through metal sleeves with adequate clearances for full movement of the conduit. Do not run conduits through footings.

G. Secure conduits run exposed on surfaces with one-hole heavy-duty straps or fasten with matching fittings to inserts or trapezes, parallel to building walls and ceilings.

H. Cap all conduit or duct stub-outs with standard factory caps; except cap threaded steel conduit with B.I. water pipe caps in outdoor locations.

I. Use conduit fittings as manufactured by Crouse-Hinds Company, Appleton Electric Co., or approved equal.

J. Employ U.L. liquid tight fittings for use with liquid tight flexible metal conduit.

K. Use unions as manufactured by Appleton, O-Z/Gedney, or approved equal. The use of running threads will not be permitted.

L. Exposed conduit and fittings in chemical rooms shall be nonmetallic rigid polyvinyl chloride, corrosion resistant rated suitable for installation in corrosive environments and in accordance with the latest NEC requirements.

2.3 EQUIPOTENTIAL BONDING/GROUNDING
A. Bond together and ground to a common ground at a single point all metallic conduit, piping systems, pool reinforcing steel, metal parts of ladders, lifeguard stands, handrails and their supports and the like. The solid copper bonding conductor shall not be smaller than #8 copper.

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For Council Approval
Johnson Pool Phase II Project #23022
City of Roseville
SWIMMING POOL ELECTRICAL 131108 - 4

2.4 WIRING CONNECTIONS
A. Make connections without strain on conductors, allowing the conductors to take a natural position after connections or taps are made. Include all strand of wire in making the connection.

B. Make connections for wiring by one of the following means:

1. Make all taps or connections to conductors with compression type connectors except those smaller than #8 B&S gauge may have soldered connections. Solderless connections for #10 AWG or smaller may be used and shall be "Scotchlok", Buchanan, or approved equal.

For #8 AWG or larger, they shall be T&B "LockTite", Burndy "Versitaps", or approved equal.

2. All cable or conductor terminal lugs shall be Burndy "Quicklug", Ilsco, or approved equal.

Two piece stamped lugs and solder lugs will not be approved.

3. Paint taped splices in damp or outdoor locations with two (2) coats of insulating paint.

4. Tag all branch circuit wires with circuit number at the panelboard and at each point of use with linen or plastic tags.

2.5 CONDUCTORS
A. Copper RHW or THW. Do not make splices between boxes.

2.6 COLOR CODING
A. Neutrals (identified conductors shall be white).

B. Phase conductors shall be red for phase B; blue for phase C.

C. Green shall be used for mechanical equipment and receptacle grounds only.

2.7 MOTOR WIRING
A. Make final connections to motors with the required AWG (Minimum #12), Flamenol machine tool wire, 19 strand. Control wiring for equipment shall be Flamenol machine tool wire, 19 strand of required AWG. Provide corrosion resistant junction boxes at each item of equipment to change from standard building wiring to machine tool wire.

B. Phase motors as proper in direction of rotation.

2.8 PANELBOARDS
A. Panelboards shall be flush or surface mounting as indicated with circuit breakers as shown on panel schedule, hinged lockable doors, index card holders and proper bussing.

B. Where indicated on the drawings, panelboards shall be furnished with subfeed breakers and/or lugs, split bussing, contractors, time switches, relays, etc., as required.

C. All panelboards shall be keyed alike.

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Johnson Pool Phase II Project #23022
City of Roseville
SWIMMING POOL ELECTRICAL 131108 - 5
D. All panelboard enclosures shall be corrosion resistant rated in accordance with the latest NEC requirements.

E. Furnish corrosion resistant panelboard enclosures and terminal cabinets with Yale 46515 flush locks and LL806 keys except where indicated otherwise herein. Fasten the trim to panel boards and terminal cabinet by means of concealed, bolted or screwed fasteners accessible only when the door is open.

F. Panelboards 208/120 volt, three phase, 4 wire, S/N or 120/240 volt, single phase, 3 wire, S/N.

Panelboard types as manufactured by:

Westinghouse Type B10B
General Electric Type NLAB
Square D Type NQOB
G. Panelboards for 480/277 volt, three panes, 4 wire, S/N.

Panelboard types as manufactured by:

Westinghouse Type Pow-R-Line 2
General Electric Type AE
Square D Type NEHB
Sylvania Type NH1B
I.T.E. Type Approved Equal
H. Panelboard for bussing sizes thru 400 amp shall be 20" wide surface mounted type. Recess mounted type shall have a 20" wide (maximum) recess metal enclosure with trim plate cover extending 1" on all sides of enclosure. Depth shall be 5-3/4" nominal. Height of panel as required for devices.

I. Provide 6" additional gutter space in all panels where double lugs are required, or where cable size exceeds bus size. Minimum bottom gutter space shall be 6" high. 12" additional gutter space may be required for aluminum feeders where used.

J. Panelboards shown on the drawings with relays, time clocks or other control devices shall have a separate metal barriered compartment mounted above panel with separate hinged locking door to match panelboard. Provide mounting sub-base in cabinet for control devices and wiring terminal strips.

K. Panelboard shall have a circuit index card holder removable type, with clear plastic cover. Index card shall have numbers imprinted to match circuit breaker numbers.

2.9 CIRCUIT BREAKERS
A. Breakers shall have a minimum short circuit interrupting rating of 10,000A symmetrical for panelboard voltage thru 240 volt and 14000A for panelboards thru 600 volts or as specified on the drawings. In no case shall the interrupting rating be less than the bus withstand rating unless noted otherwise on the drawings.

B. Circuit breakers as manufactured by the following companies only are acceptable:

1. General Electric Company
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Johnson Pool Phase II Project #23022
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SWIMMING POOL ELECTRICAL 131108 - 6

2. Square D Company

3. Westinghouse Company

4. I.T.E. Company
C. Circuit breakers shall be arranged in the panels so that the breakers of the proper trip settings and numbers correspond to the numbering in the panel schedules on the drawings. Circuit numbers of breakers shall be black-on-white micarta tabs or other previously approved method. Circuit number tabs which can readily be changed from front of panel will not be accepted. Circuit number tabs shall not be attached to or be a part of the breaker.

D. Where two or three pole breakers occur in the panels, they shall be common trip units. Single pole breakers with tie-bar between handles will not be accepted.

E. All circuit breakers shall be padlockable in the "off" position. Locking facilities shall be riveted or mechanically attached to the circuit breaker (submit sample for approval). Other means of attachment shall not be accepted without prior written approval of Architect.

F. Where branch circuit breakers supply the power to motors and signal systems, the breakers shall be furnished with lockout clips, mounted in the "on" position. The breakers shall be able to trip automatically with lockout clips in place.

G. Panelboard circuit breakers shall be bolt-on type.

2.10 BUSSING
A. Bussing shall be rectangular cross section copper, or full-length silver or tin-plated aluminum.

B. Bussing shall be braces to withstand symmetrical short circuit ratings as follows or as noted on drawings. In no case shall bus short circuit bracing be less than specified circuit breakers.

C. Each panelboard shall be equipped with a ground bus secured to the interior of the enclosure. The bus shall have a separate lug for each ground conductor. No more than one conductor shall be installed per lug.

2.11 POOL MECHANICAL EQUIPMENT ENCLOSURES, TERMINAL CABINETS & MISC

CABINETS
A. All pool mechanical equipment enclosures, terminal cabinets and miscellaneous cabinets in the pool mechanical room or chemical storage rooms shall be corrosion resistant rated in accordance with the latest NEC requirements. Enclosures and all cabinets shall be flush mounted (except where noted a surface) of the size indicated on the drawings, and complete with hinged lockable doors and the number of 2-way screw terminals required for termination of all conductors.

Terminal cabinet locks to operated form same key used for panelboards. The trim to terminal cabinets shall be fastened by means of concealed bolted or screwed fasteners accessible behind door to terminal cabinets. Terminal cabinets shall have 5/8" plywood backing.

B. Provide engraved nameplate on each enclosure and cabinet indicating its designation and system (i.e., Swimming Pool - Panel ‘SP’).

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For Council Approval
Johnson Pool Phase II Project #23022
City of Roseville
SWIMMING POOL ELECTRICAL 131108 - 7

2.12 MOTOR CONTROL INDIVIDUAL STARTERS
A. Manual Motor Starters:

1. Provide flush or surface mounting manual motor starters with number of poles and size of thermal overload heaters as required for the motor being controlled (equipped with overload heaters, one for each motor lead). Back boxes shall be supplied with all flush mounting starters whether they are toggle type requiring only a 4" square outlet box or the larger type requiring a special box and cover designed to accept the particular unit. All box types shall be corrosion resistant rated in accordance with the latest NEC requirements.

2. Unless otherwise noted on the drawings, all manual starters for single phase motors, smaller than 1 h.p., shall be the compact toggle type. Manual starters for all single-phase motors, 1 to 5 h.p., and all three phase motors up to 5 h.p. shall be the heavy-duty type.

3. Where manual motor starter is shown with pilot light, the pilot light shall be installed in a separate outlet box adjacent to the starter outlet, and engraved nameplate in indicate function of pilot light.

4. The following motor starters as manufactured by:

Manufacturer Single Phase
1HP and Below
Others
Arrow Hart Type RL Type LL
General Electric CR 101 Class CR 1062
I.T.E. Class C10, C11 or C12 Class C20
Square D Company Class 2510, Type A Class 2510, Type B & C Westinghouse Type MS Type A100
Allen Bradley Approved Equal Approved Equal.

B. Individual Magnetic Motor Starters:

1. Magnetic motor starters shall be A.C. line voltage, across-the-line units in a corrosion resistant rated enclosure in accordance with the latest NEC requirements.

2. All starters located outside of a building whether or not indicated shall be W.P. (weatherproof), and all starters noted W.P. shall be furnished in a corrosion resistant rated stainless-steel enclosure in accordance with the latest NEC requirements.

3. Starter shall be horsepower rated for the motor controlled, and shall be equipped with properly sized overload elements. Every pole shall be with overload element.

4. Verify the exact motor current and voltage characteristics with the Contractor supplying the motor before installation of a starter.

5. Each starter shall be equipped with "Hand-Off-Auto" switch or stop-start pushbutton as required.

6. Coils shall be designed to operate on voltage indicated on control diagrams and have builtin-under the voltage release for coil circuit to drop motor starter off the line when the line voltage drops below normal operating voltage.

7. The coil control circuit shall be independently fused, sized to protect coil.

8. Starters to be equipped with running pilot light indication with a "Push-to-Test" feature.

9. Magnetic starters shall have a minimum of two auxiliary contacts. Additional auxiliary contacts shall be provided as required to comply with the requirements of the wiring diagrams on the electrical and mechanical drawings and the description of the function in the Mechanical Section of the Specifications.

10. Starters shall comply with NEMA standards, size and horsepower ratings as indicated on drawings.

11. The following types of magnetic motor starters as manufactured by:

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For Council Approval
Johnson Pool Phase II Project #23022
City of Roseville
SWIMMING POOL ELECTRICAL 131108 - 8
Manufacture Type
General Electric Class CR 106
I.T.E. Class A20
Square D Company Class 8536
Westinghouse Type A200 (Size 4 Max.) or
Class II-200 (Sizes 5-8)

2.13 INDIVIDUAL COMBINATION MOTOR STARTERS
A. Combination starter shall incorporate fused disconnect switch and individual magnetic motor starter. Combination starters shall be mounted in a corrosion resistant rated enclosure in accordance with the latest NEC requirements.

B. Starters shall comply with NEMA standards, size and horsepower ratings as indicated on drawings General Electric, Square D, Westinghouse or I.T.E.

C. The disconnect handle used on combination starters shall control the disconnect device with the door opened or closed. The disconnect handle shall be clearly marked as to whether the disconnect device is "ON" or "OFF", and shall include a two-color handle grip, the black side visible in the "OFF" position indicating a safe condition, and the red side visible in the "ON" position indicating an unsafe or danger condition.

D. All starters used in combination starters shall be manufactured in accordance with the latest published NEMA standards, sizes, and horsepower ratings. These starters shall be furnished with three melting alloy type thermal overload relays.

E. Thermal units shall be of one-piece construction and interchangeable. The starter shall be inoperative if a thermal unit is removed.

2.14 MOTOR CONTROL CENTER, INTERLOCKS AND CONTROL DEVICES A. Refer to mechanical and plumbing drawings and specifications and provide all control devices including timeswitches, relays and interconnection of starters as required.

B. Mount all relays and timeswitches in a separate compartment in motor control center unless otherwise indicated.

C. Whether shown on mechanical and plumbing drawings or control center schedules or not, where motors are controlled by external devices (i.e., thermostats, relays, float or pressure switches, etc.) or interlocked with other motors, each motor starter to be equipped with a "Hand-Off-Auto" selector switch in starter cover. Other starters equipped with a "Start' Stop" pushbutton station in starter cover.

The Contractor shall be responsible to submit a complete and detailed set of shop drawings, electrical schematic design along with electrical component cut sheets from the MCC panel or the interlock control device manufacturer. RSD Total Control: Allan Pearson 949-380-7878, South Coast Controls: Anthony Ellis 714-998-5656 or approved equal.

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Johnson Pool Phase II Project #23022
City of Roseville
SWIMMING POOL ELECTRICAL 131108 - 9

2.15 FUSES
A. Fuses shall be dual element, current limiting type, U.L. Class RK5 unless otherwise indicated on the drawings. Provide one spare set of fuses of each size and type in each motor control center.

2.16 TIME CLOCKS
A. Time clocks shall be provided for all underwater lighting systems and swimming pool circulation pumps not controlled by filter microprocessors.

B. Contacts shall have a minimum rating of 40 amperes at 277V.

C. Timing motor shall be heavy duty synchronous, self-starting, high torque type, and shall be rated at 120, 208, 240, 277-volt 60 Hz.

D. Motor shall operate normally at temperature range of -60 degrees Fahrenheit to +120 degrees Fahrenheit.

E. Dial shall be 3" diameter, clearly calibrated with day/night zones and 24-hour rotation, with gear to provide one revolution yearly which automatically varies the on/off settings each day according to seasonal changes. Day and month of the year shall show clearly through calendar window on the dial.

F. Time clocks shall be equipped with 7-spoke omitting wheel marked with days of the week.

G. Time clocks shall be housed in a corrosion resistant rated enclosure in accordance with the latest NEC requirements.

H. Acceptable manufacturers are Intermatic, Tork, Paragon, or approved equal.

2.17 GROUND FAULT CIRCUIT INTERRUPTERS
A. Minimum rating shall be 20 amperes, 125V, 5 milliampere trip setting, Class A per UL943.

B. Manufacturer to be Crouse-Hinds, Leviton, or approved equal.

2.18 BOXES
A. Boxes shall be of the size required by ordinances or larger, must be corrosion resistant in accordance with the latest NEC requirements where concealed or exposed on ceilings or walls.

B. Outlets to be surface where wiring is exposed and flush in areas where conduit is concealed.

C. Provide surface outlets with proper corrosion resistant surface covers. Box and cover shall be deep enough to provide at least 1/4" clearance between back of device and back of box. Where box contains more than one device, use a corrosion resistant rated gang box with proper cover in accordance with the latest NEC requirements. Surface outlet boxes shall be of the threaded hub type wherever below 8'0".

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Johnson Pool Phase II Project #23022
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SWIMMING POOL ELECTRICAL 131108 - 10
D. If necessary for cable installation, additional pull boxes or junction boxes may be installed in accessible locations. Exposed pull boxes and junction boxes shall be corrosion resistant rated in accordance with the latest NEC requirements.

E. Where exposed to weather pull boxes larger than outlet boxes are required, galvanized code gauge sheet steel boxes may be used with covers attached by brass machine screws may be used. Boxes exposed to the weather shall be approved for the purpose, and conduit entrances shall be on the bottom made by means of an interchangeable hub with gasket and adapter nut. Pull boxes not shown on Drawings may be added only after approval of size and location is obtained.

F. For outlets exposed to weather or where noted, cast outlet boxes shall be Crouse-Hinds, Appleton, or approved equal. Boxes shall have proper number and size hubs. Device plates, covers, adapters and boxes shall be as manufactured by Crouse-Hinds, Appleton, or approved equal.

G. Exposed junction boxes, outlet boxes and pull boxes for pool chemical rooms shall be non - metallic suitable for a corrosive environment and in accordance with the latest NEC requirements.

2.19 IDENTIFICATION MARKINGS
A. Plainly mark all motor and electrical appliance control equipment indicating the equipment controlled with engraved metal tags.

B. Provide laminated plastic nameplates on panelboards on the outside of the door at the top indicating panel designation and feeder source.

C. Provide laminated plastic nameplates on distribution switchboards and motor control centers at the top center indicating panel designation and feeder source.

D. Identify each distribution switchboard and motor control center circuit breaker with a laminated plastic nameplate indicating its' use.

E. Type panelboard directories on the forms provided with the equipment, indicating the use of each branch circuit breaker.

F. Fasten all laminated plastic nameplates to surfaces with two (2) or more screws.

PART 3 - EXECUTION

3.1 INSPECTION
A. Verify conditions at the Project site before submitting bid. Be responsible for providing all necessary wiring for the new electrical systems. Wherever wiring is being disrupted due to remodeling or changes, reconnect existing and provide new wiring circuits to accomplish a fully operable system at no additional cost to the Owner.

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SWIMMING POOL ELECTRICAL 131108 - 11

3.2 COORDINATION
A. The Drawings are essentially diagrammatic and indicate the desired location, size, routes, connection points, etc., and are to be followed as closely as possible. Proper judgment must be exercised in executing the Work so as to provide the best possible installation in the available space and to overcome difficulties, limitations or interference wherever encountered. Be responsible for the correct placement of this Work, the proper location and connection in relation to Work of other trades, for determining the exact location of all conduits, outlets and equipment, and for installing the conduits in such a manner as to conform to the structure, avoid obstruction, preserve headroom and keep openings and passageways clear. Particular attention is directed to the close coordination required on exposed Work. Locations shown on Architectural or Mechanical Drawings if different than those shown on Electrical Drawings should be communicated to the Owner’s Representative in writing for clarification.

3.3 INSTALLATION
A. Trenching and Backfill: Conform with requirements of Section 131101. Provide minimum cover as required by Code.

B. Conduit Installation:

1. Conduit and metallic raceway systems shall be mechanically and electrically continuous from sources of current to all outlets in a manner to provide a continuous grounding path.

Close ends of conduit during construction to prevent entrance of dirt or moisture.

2. Securely fasten conduit to the building construction within three feet of each outlet and within every ten feet thereafter. Secure it to boxes, cabinets, pull boxes, terminals with two locknuts and ends equipped with bushings or a terminal fitting. Cut square with ends carefully reamed.

3. Make bends or elbows so that the conduit will not be injured or flattened.

4. Use insulated metallic bushings in all places where bushings are required.

5. Run exposed conduits level or plumb and parallel to the construction members of the building. No cutting across or diagonal runs will be permitted. Neatly surmount structural obstructions encountered on conduit runs by the use of fittings or pull boxes.

6. Identify feeder conduits by stamped metal tags secured to exposed section of conduit in main or sub-panels.

7. Make up all threaded conduit joints gas and watertight with conductive sealer except conduit above ground in dry indoor locations.

8. Rigidly support all boxes independently of the conduit system.

C. Connections to Equipment:

1. Fully connect, in an approved manner, all electrical outlets, apparatus, motors, equipment, fixtures, wiring devices and appliances whether they are installed under the Electrical Contract or not, which require electrical connections, to the corresponding electrical system outlet.

2. Where the Work of this Section requires connections to be made to equipment that is furnished and set-in-place under other Sections, obtain such roughing-in dimensions from the manufacturer or supplier of each item as required and assume full responsibility for the installation of the connections thereto.

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SWIMMING POOL ELECTRICAL 131108 - 12

3.4 ADJUSTMENT AND CLEAN-UP
A. Preliminary Operation: Should the Owner’s Representative deem it necessary to operate the electrical installation or any part thereof prior to Substantial Completion of the Work, consent to such preliminary operation and supervise conduction of same. Subcontractor shall pay all costs occasioned by such operation. Preliminary operation shall not be construed as an acceptance of any Work installed under this Contract.

B. Clean-up: Upon completion of the Work of this Section, immediately remove all swimming pool electrical materials, debris and rubbish occasioned by this Work to the approval of the Owner’s Representative.

END OF SECTION 131108
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PLUMBING GENERAL PROVISIONS 22 05 10 - 1
SECTION 22 05 10

PLUMBING GENERAL PROVISIONS
PART 1 GENERAL

1.1 SECTION INCLUDES
A. References.

B. Description of Work.

C. Drawings and Specifications.

D. Industry Standards and Codes.

E. Site Examination.

F. Permits, Fees and Utility Connections.

G. Coordination of Work.

H. Progress of Work.

I. Submittals
J. Operation and Maintenance Manuals.

K. Project Record Documents.

L. Warranty.

M. Quality and Care
N. Access Doors.

O. Starting Equipment and Systems.

1.2 RELATED SECTIONS
A. The Drawings and General Provisions of the Contract, including the General Conditions, Special Conditions and Division 1 General Requirements apply to this section.

B. The Contract Agreement, Bidding Documents and all Addenda issued prior to Contract Agreement execution form a part of these specifications and apply to all Contracts or Subcontracts relating to the mechanical systems.

C. The requirements of this Section apply to all Work of Division 23.

1.3 REFERENCES
A. ANSI - American National Standards Institute.

B. ASTM - American Society for Testing Materials.

C. CEC - California Electric Code.

D. NEMA - National Electric Manufacturers' Association.

E. NFPA - National Fire Protection Association.

F. OSHA - Occupational Safety and Health Act.

G. UL - Underwriters' Laboratories.

H. See detailed References that are listed in individual sections.

1.4 DESCRIPTION OF WORK
A. The work included in this division of the specifications consists of furnishing labor, tools, equipment, supplies and materials, unless otherwise specified, and in performing Not for Construction
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PLUMBING GENERAL PROVISIONS 22 05 10 - 2
operations necessary for the installation of the complete Plumbing System as required by these specifications or shown on the Drawings, subject to the terms and conditions of the Contract Agreement.

B. The work shall also include the completion of details of plumbing work not mentioned or shown which are necessary for the successful operation of mechanical systems described on the drawings or required by these specifications. Furnish and install any incidental work not shown or specified which is required to provide a complete and operational system.

1.5 DRAWINGS AND SPECIFICATIONS
A. Drawings are schematic and diagrammatic. Drawings indicate the general arrangement of equipment, piping, and other plumbing work. Use judgement and care to install mechanical work to fit the job conditions within the building construction and finishes, and to function properly.

B. The Contractor shall investigate the building conditions affecting the Work and shall arrange his work accordingly providing offsets, fittings, valves and accessories to fit the actual job conditions. The Contractor shall be responsible to field measure and confirm new and existing mechanical systems locations with respect to other architectural, structural, and electrical work, existing and new. Do not scale distances off of the mechanical drawings. Use actual building dimensions.

C. The drawings and specifications are complimentary each to the other. What is required by one shall be as binding as if called for by both.

D. Examine all drawings and specifications prior to bidding the Work. Report any discrepancies to the Engineer.

1.6 INDUSTRY STANDARDS AND CODES
A. The Mechanical Contractor shall comply with the latest provisions of all codes, regulations, laws and ordinances applicable to the work involved. This does not relieve the Contractor from furnishing and installing work shown or specified which may exceed the requirements of such codes, regulations laws and ordinances.

B. All materials, products, devices, fixtures forms or types of construction included in this project shall meet or exceed the published requirements of the publications listed below. These publications form a part of this specification.

1. California Building Code, 2022.

2. California Mechanical Code, 2022.

3. California Plumbing Code, 2022.

4. California Electrical Code, 2022.

5. National Fire Protection Association.

6. California Fire Code, 2022.

7. California State Fire Marshal.

8. Occupational Safety and Health Administration, including CAL-OSHA.

9. California Energy Code, 2022.

10. California Green Building Standards Code, 2022.

11. State of California Code of Regulations, Title 24.

12. Other applicable state laws.

C. Nothing in the Drawings or Specifications shall be construed to permit work that does not conform these codes. When Contract Documents differ from governing codes, Not for Construction
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PLUMBING GENERAL PROVISIONS 22 05 10 - 3
furnish and install to the higher standard required at no extra charge. The Contract Documents are not intended to repeat the code requirements except where necessary for clarity.

D. No material or product installed as a part of the Work shall contain asbestos in any form.

E. Domestic water piping and components shall be provided and installed in accordance with California AB 1953 Legislation (effective January 1, 2010), which limits the allowable lead content in certain domestic water system components.

1.7 SITE EXAMINATION
A. Contractor shall examine the site, verify dimensions and locations with Drawings, check utility connection locations, and familiarize himself with the existing conditions and limitations. No extras will be allowed because of the Contractor's misunderstanding of the amount of work involved or his lack of knowledge of any site condition which may affect his work. Any apparent variance of the drawings or specifications from the existing conditions at the site shall be called to the attention of the Engineer immediately.

1.8 PERMITS, FEES AND UTILITY SERVICES
A. Contractor shall pay for and obtain all permits and service required in the installation of this work.

B. Contractor shall arrange for all required inspections and will secure approvals from authorities having jurisdiction.

1.9 COORDINATION OF WORK
A. It is recognized that the contract documents are diagrammatic in showing certain physical relationships which must be established within the mechanical work, and in its interface with other work and that such establishment is the exclusive responsibility of the contractor.

B. The Contractor shall give careful consideration to the work of the General, Electrical and other contractors on the job and shall organize his work so that it will not interfere with the work of other trades. He shall consult the drawings and specifications for work of other trades for correcting information, and the pertinent drawings for details and dimensions.

C. Arrange plumbing work in a neat, well-organized manner with the piping and similar services running parallel and/or perpendicular to primary lines of the building construction. Locate operating and control equipment properly to provide easy access, and arrange entire mechanical work with adequate access for operation and maintenance.

D. Verify the location of all equipment, plumbing devices, etc. and if interference develops, the Owner/Engineer's decision will be final and no additional compensation will be allowed for the moving of misplaced air devices or equipment.

1.10 PROGRESS OF WORK
A. This Contractor shall organize his work so that the progress of the mechanical work will conform to the progress of the other trades, and shall complete the entire installation as soon as the conditions of the building will permit. Any cost resulting Not for Construction
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PLUMBING GENERAL PROVISIONS 22 05 10 - 4
from defective or ill timed work performed under this section shall be borne by this Contractor.

1.11 STRUCTURAL DESIGN REQUIREMENTS AND SEISMIC RESTRAINTS A. Plumbing systems and equipment shall be anchored and seismically braced in accordance with all applicable codes and industry standards.

B. Plumbing systems and equipment shall include, but are not limited to, all piping, water heaters, expansion tanks, air compressors, vacuum pumps, electrical and control panels, conduits and other components.

C. For all non-standard installations not detailed in one of the approved systems, the Contractor shall provide details of supports, anchorages and restraints, including attachments to building structure, with supporting calculations all stamped and signed by a licensed professional structural engineer registered in the state in which the Work is performed.

1.12 SUBMITTALS
A. See Section 013300 - Submittals, for additional submittal procedures.

B. Product Data Submittals: Submit manufacturer's standard published data. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information specific to this Project.

C. Shop Drawing Submittals: Prepared specifically for this Project.

D. Organize submittals in sequence according to Specification Section. Submit in bound document with tabs identifying each Specification Section. Provide a Table of Contents identifying the Specifications Sections being submitted and the contents within each tabbed section. Prepare Submittals in multiple volumes if required. Provide a complete Submittal package at one time. Do not submit individual Sections piecemeal.

E. Indicate utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances.

F. Furnish, upon request, installation instructions for all equipment and materials to Inspector of Record prior to installation.

G. Maintain a copy of the fire penetration installation instructions on site for use by the Inspector of Record.

1.13 SUBSTITUTION PROCEDURES
A. Instructions to Bidders specify time restrictions for submitting requests for substitutions during the bidding period. Comply with requirements specified in this section.

B. LP Consulting Engineers, Inc. will consider requests for substitutions only within 7 days after date of Agreement.

C. Substitutions may be considered when a product becomes unavailable through no fault of the .

D. Failure by the Contractor to order materials or equipment in a timely manner will not constitute justification for a substitution.

E. Document each request with complete data substantiating compliance of proposed substitution with Contract Documents.

F. A request for substitution constitutes a representation that the submitter:

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PLUMBING GENERAL PROVISIONS 22 05 10 - 5

1. Has investigated proposed product and determined that it meets or exceeds the quality level of the specified product.

2. Will provide the same warranty for the substitution as for the specified product.

3. Will coordinate installation and make changes to other Work which may be required for the Work to be complete with no additional cost to Owner.

4. Waives claims for additional costs or time extension which may subsequently become apparent.

5. Will reimburse Owner and LP Consulting Engineers, Inc. for review or redesign services associated with reapproval by authorities including obtaining reapproval by authorities.

G. Substitutions will not be considered when they are indicated or implied on shop drawing or product data submittals, without separate written request, or when acceptance will require revision to the Contract Documents.

H. If excessive review, as judged by the Engineer, is required caused by complicated, numerous or repetitive requests, Contractor shall reimburse Engineer and its Consultants for such review at their standard billing rates.

I. Substitution Submittal Procedure:

1. Submit three copies of request for substitution for consideration. Limit each request to one proposed substitution.

2. Submit shop drawings, product data, and certified test results attesting to the proposed product equivalence. Burden of proof is on proposer.

3. The LP Consulting Engineers, Inc. will notify in writing of decision to accept or reject request.

4. Present each substitution individually. If a proposed substitute in not found to be acceptable, then the specified item shall be supplied.

1.14 OPERATION AND MAINTENANCE MANUALS
A. See Section 01700 Closeout Submittals for Operation and Maintenance Manual requirements.

B. Provide operating and maintenance instructions, diagrams and parts lists for all components of all mechanical systems and each piece of equipment furnished under these specifications.

C. Operating and maintenance instructions shall be furnished for the following equipment and systems:

1. Plumbing Systems.

2. Medical Gas Equipment, Piping and Alarm Systems.

3. Piping Systems.

4. Temperature Controls Systems.

5. Testing, Adjusting, and Balancing Reports.

D. Provide manufacturer's model number, design data, capacities, etc. for each piece of plumbing equipment furnished as a part of the Work.

E. The operating instructions shall include procedures for starting, stopping and emergency manual operation for all equipment and systems.

F. Provide maintenance instructions of each item of individual equipment including applicable maintenance data as recommended by the manufacturer, including frequency of lubrication, lubricants, inspections required, adjustment procedures, belt and pulley sizes, etc.

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PLUMBING GENERAL PROVISIONS 22 05 10 - 6
G. Provide manufacturer's parts bulletins with part numbers for each item of equipment included in the Work. Parts bulletins shall be specific to the equipment provided. Extraneous information that does not apply to the equipment provided shall be eliminated from the literature.

H. Include copies of test reports (startup, check, etc.) and inspections performed for each piece of equipment provided in the Work.

I. Warranty: Submit manufacturer warranty and ensure that forms have been completed in Owner's name and registered with manufacturer.

J. Provide supplier and manufacturer contacts, telephone numbers and addresses in the front portion of the operation and maintenance manual.

1.15 PROJECT RECORD DOCUMENTS
A. See Section 017700 - Closeout Procedures.

B. Provide red-lined drawings accurately showing location of equipment and devices and size and routing of piping. Include notes explaining installed condition for complete understanding.

1.16 QUALITY ASSURANCE
A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce Work of specified quality.

B. Comply with manufacturers' instructions, including each step in sequence.

C. Should manufacturers' instructions conflict with Contract Documents, request clarification from LP Consulting Engineers, Inc. before proceeding.

D. Comply with specified standards as minimum quality for the Work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship.

E. Have Work performed by persons qualified to produce required and specified quality.

F. Verify that field measurements are as indicated on shop drawings or as instructed by the manufacturer.

G. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, and disfigurement.

1.17 PROJECT CONDITIONS
A. Sequence installation to ensure utility connections are achieved in an orderly and expeditious manner.

1.18 WARRANTY
A. See Section 01700 - Closeout Submittals, for additional warranty requirements.

B. Correct defective Work within a one year period after Date of Substantial Completion.

PART 2 PRODUCTS

2.1 QUALITY AND CARE
A. All materials shall be new and in perfect condition when installed unless specifically indicated otherwise. Materials shall be tested within the Continental United States by an independent, nationally recognized testing agency and shall be listed in accordance Not for Construction
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PLUMBING GENERAL PROVISIONS 22 05 10 - 7
with testing agency requirements. When not otherwise specified, all material shall conform to applicable National Standards (ANSI).

B. All capacities, sizes and efficiency ratings shown on the drawing are minimum. Gas meter and gas pressure reducing valve capacities are maximum allowable.

C. Each category of material or equipment shall be of the same brand or manufacturer throughout the Work wherever possible.

D. The quality of materials and equipment to be provided is defined by the brand names, manufacturers, model and catalog numbers listed on the Drawings and in the Specifications. Contractor shall provide each item listed, of the quality specified, or equal.

E. Deliver, store, protect, and handle products in conformance with manufacturer's recommended practices as outlined in applicable Installation and Maintenance Manuals.

F. Inspect and report concealed damage to carrier within their required time period.

G. Store materials in a clean, dry space. Maintain factory protection and/or provide an additional heavy canvas or heavy plastic cover to protect from dirt, water, construction debris, and traffic.

H. Equipment which has been damaged, exposed to weather or is, in the opinion of the Engineer or Owner, otherwise unsuitable because of improper fabrication, storage or installation shall be removed and replaced by this Contractor at his expense.

2.2 ACCESS DOORS
A. Coordinate access door requirements with Section 08305. The more stringent requirements shall govern.

B. Provide access doors where access through floors, walls or ceilings is required to access plumbing equipment and plumbing devices or other systems requiring access for maintenance, test or observation.

1. Access doors requiring hand access or access for observation only shall be 14"x14" minimum usable opening.

2. Access doors where entrance of a service person may be required shall be 24"x30" minimum usable opening.

C. Established standard: Milcor of types listed below. Other acceptable manufacturers:

Cesco, J.L. Industries, Karp, Larsen's, or equal. Comply with the following:

1. Form doors and frames of welded, ground smooth steel construction, 14 gauge for doors, 16 gauge for frames. Provide prime coat finish except for stainless steel type.

2. Concealed hinges to allow 175 degree opening.

3. Locks: flush, screw driver operated cam lock(s).

4. Provide anchoring devices suitable for the construction into which the doors are framed.

D. Application (as applicable):

1. In gypsum drywall walls and ceilings: Type DW.

2. In ceramic tile walls: Type MS (stainless steel).

3. In fire rated walls: Type Fire Rated (rating as required for wall or ceiling), self closing, 250 F in 30 min. temperature rating.

PART 3 EXECUTION
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PLUMBING GENERAL PROVISIONS 22 05 10 - 8

3.1 INSTALLATION
A. Access Doors

1. Coordinate the exact location of access doors to provide proper access to the item concealed. Obtain written approval for access door locations from Architect.

2. Coordinate installation of access doors with the trades performing the construction assemblies into which the access doors are placed.

3. Install all access doors neatly and securely, to open and close completely, and to operate freely and without binding. Install rated doors in accordance with their listing requirements.

4. Test operate all doors and make all adjustments required for satisfactory operation. Replace all damaged materials.

5. Install in accordance with manufacturer's instructions.

3.2 FIELD QUALITY CONTROL
A. Perform field inspection and testing in accordance with the requirements within this section.

B. Test all piping with no leak or loss in pressure in accordance with the requirements within this section.

3.3 GENERAL TESTING REQUIREMENTS FOR MECHANICAL AND PLUMBING

SYSTEMS
A. Contractor shall assign a responsible person to be an independent representative to witness testing and to sign as witness of times, pressure and losses of testing media for all hydronic, duct and gas piping testing.

1. Test all piping as noted below with no leak or loss of pressure. Repair or replace defective piping until tests are accomplished successfully.

2. Submit to the Engineer for review a log of all tests made which shall include time, temperature, pressure, water makeup and other applicable readings, necessary to indicate the systems have been operated and tested in the manner outlined in the construction documents.

3. After producing the specified test pressure, disconnect the pressurizing source; do not introduce further pressure for the duration of the test period, repair leaky piping and retest. Repeat the procedure until the entire system is proven tight.

B. Test the following systems with the medium listed to the pressure indicated for the time period listed:

1. Sanitary Sewer, Drain, Vent Piping: Pressure=10 Ft.Hd. / Medium= Water / Duration=4 Hours.

2. Domestic Water Piping: Pressure=125 Psig / Medium= Water / Duration=4 Hours.

3. Condensate drains: Pressure=10 Ft.Hd. / Medium=Water / Duration=4 Hours.

4. Gas Piping: Pressure=60 Psig / Medium=Air and soap / Duration=8 Hours.

3.4 CUTTING AND PATCHING
A. Submit written request in advance of cutting or alteration which affects:

1. Structural integrity of any element of Project.

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PLUMBING GENERAL PROVISIONS 22 05 10 - 9

2. Integrity of weather exposed or moisture resistant element.

3. Efficiency, maintenance, or safety of any operational element.

4. Visual qualities of sight exposed elements.

5. Work of Owner or separate Contractor.

B. Execute cutting and patching to complete the work, to uncover work to install improperly sequenced work, to remove and replace defective or non-conforming work, to remove samples of installed work for testing when requested, to provide openings in the work for penetration of mechanical and electrical work, to execute patching to complement adjacent work, and to fit Products together to integrate with other work.

C. Execute work by methods to avoid damage to other work, and which will provide appropriate surfaces to receive patching and finishing. In existing work, minimize damage and restore to original condition.

D. Cut rigid materials using masonry saw or core drill. Pneumatic tools not allowed without prior approval.

E. Restore work with new Products in accordance with requirements of Contract Documents.

F. Fit work air tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces.

G. At penetrations of fire rated walls, partitions, ceiling, or floor construction, completely seal voids with fire rated material in accordance with Code requirements , to full thickness of the penetrated element.

H. Refinish surfaces to match adjacent finish. For continuous surfaces, refinish to nearest intersection or natural break. For an assembly, refinish entire unit.

3.5 PRIMING AND PAINTING
A. Apply primer to all exposed ferrous metals that are not factory primed, factory finished, galvanized, stainless steel or anodized. Exposed black steel piping shall be primed and finish painted, including gas piping outdoors.

1. Primer shall be as recommended by the paint manufacturer for each specific application.

2. Acceptable Products include: Fuller O'Brien Blox-Rust Metal All Purpose Primer, equivalent Rust-Oleum product, or equal. See Section 09900 for other acceptable products.

B. Apply two coats of primer to metal surfaces of items to be insulated or jacketed, except piping, or factory primed or finished.

C. Preparation:

1. Do not start work until surfaces to be finished are in proper condition to produce finished surfaces of uniform, satisfactory appearance.

2. Stains and Marks: Remove completely, if possible, using materials and methods recommended by coating manufacturer; seal stains and marks which cannot be completely removed using Devoe KILSTAIN primers, shellac, or other coating acceptable to paint manufacturer any marks or defects that might bleed through paint finishes.

3. Remove mildew from impervious surfaces by scrubbing with solution of trisodium phosphate and bleach. Rinse with clean water and allow substrate to thoroughly dry.

4. Galvanized Surfaces:

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a. Remove surface contamination and oils by solvent cleaning in accordance with SSPC-SP 1 and allow to dry.
b. Apply Devoe MIRROLAC Galvanized Metal Primer in accordance with manufacturer instructions.

5. Uncoated Steel And Iron Surfaces:
a. Remove grease, rust, scale, and dust from steel and iron surfaces using solvent in accordance with SSPC-SP 1.
b. Where heavy coatings of scale or contaminants are evident, hand tool clean in accordance with SSPC-SP 2 or use other approved SSPC SP method as needed.

6. Shop Primed Steel Surfaces: Remove loose primer and dust. Sand and feather edges to smooth surface. Clean areas with solvent and spot prime bare metal surfaces with appropriate Devoe MIRROLAC metal primer or primer recommended by manufacturer.

D. Application:

1. Apply each coat to uniform coating thickness in accordance with manufacturer's instructions, not exceeding manufacturer's specified maximum spread rate for indicated surface; thins, brush marks, roller marks, orange-peel, or other application imperfections are not permitted.

2. Allow manufacturer's specified drying time, and ensure correct coating adhesion, for each coat before applying next coat.

3. Remove dust and other foreign materials from substrate immediately prior to applying each coat.

E. Finish Painting: See Section 09900.

3.6 STARTING EQUIPMENT AND SYSTEMS/COMMISSIONING
A. Start equipment and systems in accordance with manufacturer's written instructions..

B. Adjust for proper operation within manufacturer's published tolerances.

C. Demonstrate proper operation of equipment to Owner's designated representative.

D. Description:

1. Comply with all start up of mechanical and electrical equipment systems as required in the various sections and herein.

2. Coordinate all testing and startup procedures with all other trades so that all nonplumbing and non-electrical work is completed and operational so that the specified testing can be performed.

E. Preliminary Work:

1. Prior to the startup, the Contractor shall ensure that the systems are ready to operate, and the following items have been completed and checked including but not limited to:
a. Proper motor and fan/pump rotation.
b. Flushing and cleaning of the system.
c. Wiring
d. Auxiliary connections
e. Lubrication.
f. Venting.
g. Controls.

Not for Construction
For Council Approval
Johnson Pool Phase II Project #23022
City of Roseville
PLUMBING GENERAL PROVISIONS 22 05 10 - 11
h. Installation of filters and strainers.
i. Setting of relief and safety valves .

2. All electrical testing must be completed and test results submitted before equipment startup to avoid power interruptions during mechanical equipment startup and testing.

3. The Contractor shall submit at least 30 days in advance a schedule listing the date of completion of his work as it will be ready for equipment startup of Electrical/Plumbing equipment. This schedule shall include work on a system by system, floor by floor basis.

4. Two weeks prior to the startup of any major equipment, the Contractor shall certify in writing that the systems will be complete and ready for startup.

Completeness shall not only include physical installation of individual pieces of equipment, but all related elements of other crafts to make all equipment operate as a system.
a. The startup checklist will cover all related crafts, e.g., controls, electrical, plumbing, and a clean environment for equipment startup.

5. The Contractor shall schedule a tour with the Owner's representative and the Engineer to review startup conditions prior to equipment startup. This tour shall take place during the associated Engineer's regularly scheduled visit. This tour does not relieve the Contractor of any responsibilities to properly start equipment.

The Engineer will issue a notice of deficiencies that will be required to be corrected prior to equipment startup. The Contractor will be required to reschedule a back check with the Engineer prior to attempting an equipment startup.

6. Equipment of systems should not be started until systems and associated subsystems are completed. Verify that other continuing work could not possibly damage completed systems if they are in operation. Furnish signed off prestartup check sheet.

F. Startup and Commissioning:

Other miscellaneous equipment shall be started and operated as described above as applicable. Manufacturer's representative shall submit a preliminary written copy of equipment startup check sheet prior to leaving job site. c. After initial startup and operation of systems, the Contractor shall submit a report, showing proper operation before commencement of the final "Operation Test".
d. During initial operation of the system and until substantial completion, qualified personnel shall be provided and designated for maintaining the equipment and systems in good running order. Items such as strainers, Not for Construction
For Council Approval
Johnson Pool Phase II Project #23022
City of Roseville
PLUMBING GENERAL PROVISIONS 22 05 10 - 12
cleanouts, packing replacement, and other consumables shall be provided without cost to the Owner. Failure of equipment during this period due to lack of proper supervision is the responsibility of the Contractor and continued failures shall be grounds for the Owner to provide such services with back charges to the Contractor. Submit written schedule of completed maintenance to the Engineer.

G. System Acceptance:

1. General: The system installation shall be complete and tested for proper operation prior to acceptance testing "Operation Test" for the Owners authorized representative. A letter shall be submitted to the Engineer requesting system acceptance. This letter shall certify that all controls are installed and the software programs have been completely exercised for proper equipment operation.

Acceptance testing shall commence at a mutually agreeable time within ten (10) calendar days of request. When the field test procedures have been demonstrated to the Owner's representative and pass, the system will be accepted. The warranty period may begin at this time.

H. Operation Test:

1. Provide all labor, equipment, and materials required to perform test.

2. The test shall occur after all major equipment startup and balance services have been performed as specified. The purpose is to demonstrate that individual pieces of equipment and all related elements operate as one complete system and not to identify incomplete or defective work.

3. All equipment is to be run in an automatic operating position and exercised for 72 hours to verify that they perform in accordance with the specified sequence of operation and designed operation logic.

4. The Engineer's representative shall be notified and may be present for the initiation of the test.

5. A log shall be prepared by the Contractor, to be submitted to the Engineer, of all tests including, but not limited to: time, temperatures, pressures, and other readings to prove all equipment is operating as specified.

6. All temperatures, pressures, status indication, etc., shall be verified by at least one other means of measurement or visual verification of condition.

7. Change set points and simulate conditions as directed to demonstrate:
a. Ability to control to new set point.
b. Interface between systems, fire alarm/fire sprinkler systems. c. Proper sequence and operation.
d. Equipment safety systems and all automatic changeover/backup systems and alarms are functioning or will function.

8. If unsatisfactory performance or a system failure is experienced for any reason, the test shall be repeated until 72 hour consecutive hours are achieved. The Engineer's representative shall make all final decisions of a satisfactory test.

END OF SECTION
Not for Construction
For Council Approval
Johnson Pool Phase II Project #23022
City of Roseville
EXPANSION FITTINGS AND LOOPS FOR PLUMBING PIPING 22 05 16 - 1 SECTION 22 05 16

EXPANSION FITTINGS AND LOOPS FOR PLUMBING PIPING
PART 1 GENERAL

1.1 SECTION INCLUDES
A. Flexible pipe connectors.

B. Expansion/seismic loops and compensators.

1.2 RELATED REQUIREMENTS
A. Refer to the General Conditions, Special Conditions and Division 1 General Requirements. The requirements of these sections apply to this section.

C. The requirements of this Section apply to all Work of Division 22.

D. Section 22 10 05 - Plumbing Piping.

1.3 REFERENCE STANDARDS
A. EJMA (STDS) - EJMA Standards Tenth Edition.

1.4 SUBMITTALS
A. See Division 1 specifications for submittal procedures.

B. Product Data:

1. Flexible Pipe Connectors: Indicate maximum temperature and pressure rating, face-to-face length, live length, hose wall thickness, hose convolutions per foot and per assembly, fundamental frequency of assembly, braid structure, and total number of wires in braid.

2. Expansion Loops/Joints: Indicate maximum temperature and pressure rating, and maximum expansion compensation.

C. Maintenance Data: Include adjustment instructions.

D. Project Record Documents: Record installed locations of flexible pipe connectors, expansion joints, anchors, and guides.

1.5 REGULATORY REQUIREMENTS
A. Conform to UL and FM requirements.

PART 2 PRODUCTS

2.1 FLEXIBLE PIPE CONNECTORS - STEEL PIPING
A. Manufacturers:

1. Mercer Rubber Company: www.mercer-rubber.com/#sle.

2. The Metraflex Company: www.metraflex.com/#sle.

B. Inner Hose: Stainless steel.

Not for Construction
For Council Approval
Johnson Pool Phase II Project #23022
City of Roseville
EXPANSION FITTINGS AND LOOPS FOR PLUMBING PIPING 22 05 16 - 2 C. Exterior Sleeve: Single braided, stainless steel.

D. Pressure Rating: 125 psi up to 12 inch.

E. Maximum Service Temperature: 450 degrees F.

F. Joint: Flanged or threaded with union.

G. Size: Use pipe sized units.

H. Maximum offset: 3/4 inch on each side of installed center line.

2.2 FLEXIBLE PIPE CONNECTORS - COPPER PIPING
A. Manufacturers:

1. Mercer Rubber Company: www.mercer-rubber.com/#sle.

2. The Metraflex Company: www.metraflex.com/#sle.

B. Inner Hose: Bronze.

C. Exterior Sleeve: Braided bronze.

D. Pressure Rating: 125 psi up to 2 inch.

E. Maximum Service Temperature: 450 degrees F.

F. Joint: Flanged or threaded with union.

G. Size: Use pipe sized units.

H. Maximum offset: 3/4 inch on each side of installed center line.

I. Application: Copper piping.

2.3 EXPANSION LOOPS
A. Manufacturers:

1. Metraflex Metraloop.

2. Twin Cities Hose Seismic 'V' Connector.

B. Provide flexible expansion loops of size to match piping in which installed as shown on the Drawings.

C. Flexible loops shall be designed to impart no thrust loads on the pipe anchors.

D. The loop shall consist of two flexible sections of hose and braid, two 90 degree elbows and a 180 degree return. Hose and braid shall be T304 stainless steel. Fittings shall be carbon steel. Provide connection ends to match piping fitting requirements.

E. Expansion loops shall be designed for 4 inches of movement in all directions and 4" axial movement. Maximum working pressure 150 PSI at 70 degrees.

F. Install at all locations where piping crosses building seismic expansion joints.

G. Expansion loops shall be certified for fluid/gas being transported for use in seismic applications.

2.4 EXPANSION LOOPS - HOSE AND BRAID
A. Manufacturers:

1. The Metraflex Company; Metraloop: www.metraflex.com/#sle.

2. Unisource Manufacturing, Inc; V-Loop: www.unisource-mfg.com/#sle.

B. Provide flexible loops with two flexible sections of hose and braid, two 90 degree elbows, and 180 degree return with support brackets and plugged drain port for steam service.

C. Maximum Allowable Motion: 2 inch in the x, y, and z planes with no thrust loads to the building structure.

D. Maximum Working Pressure: 150 psi at 800 degrees F.

Not for Construction
For Council Approval
Johnson Pool Phase II Project #23022
City of Roseville
EXPANSION FITTINGS AND LOOPS FOR PLUMBING PIPING 22 05 16 - 3 E. Construction: Class 150, schedule 40, stainless steel hose and braid assembly with carbon steel fittings, including elbows and flanged end connections sized to match pipe segment.

1. Selected Product to Accommodate:
a. Angular Rotation: 15 degrees.
b. Force developed by 1.5 times specified maximum allowable operating pressure.

2. Provide necessary accessories including, but not limited to, swivel joints.

PART 3 EXECUTION

3.1 INSTALLATION
A. Install in accordance with manufacturer's instructions.

B. Install in accordance with EJMA (Expansion Joint Manufacturers Association) Standards.

C. Install flexible pipe connectors on pipes connected to vibration isolated equipment. Provide line size flexible connectors.

D. Anchor pipe to building structure where indicated or required. Provide pipe guides so movement is directed along axis of pipe only. Erect piping such that strain and weight is not on cast connections or apparatus.

E. Provide support and equipment required to control expansion and contraction of piping. Provide loops, pipe offsets, and swing joints, or expansion joints where required.

F. Install seismic expansion loops at all points where piping crosses building expansion joints.

END OF SECTION
Not for Construction
For Council Approval
Johnson Pool Phase II Project #23022
City of Roseville
GENERAL-DUTY VALVES FOR PLUMBING PIPING 22 05 23 - 1
SECTION 22 05 23

GENERAL-DUTY VALVES FOR PLUMBING PIPING
PART 1 GENERAL

1.1 SECTION INCLUDES
A. Applications.

B. Angle valves.

C. Ball valves.

D. Butterfly valves.

E. Check valves.

F. Gate valves.

G. Globe valves.

H. Lubricated plug valves.

1.2 RELATED REQUIREMENTS
A. Section 08 31 00 - Access Doors and Panels.

B. Section 22 05 53 - Identification for Plumbing Piping and Equipment.

C. Section 22 07 19 - Plumbing Piping Insulation.

D. Section 22 10 05 - Plumbing Piping.

1.3 ABBREVIATIONS AND ACRONYMS
A. CWP: Cold working pressure.

B. EPDM: Ethylene propylene copolymer rubber.

C. NBR: Acrylonitrile-butadiene, Buna-N, or nitrile rubber.

D. NRS: Non-rising stem.

E. OS&Y: Outside screw and yoke.

F. PTFE: Polytetrafluoroethylene.

G. RS: Rising stem.

H. SWP: Steam working pressure.

I. TFE: Tetrafluoroethylene.

J. WOG: Water, oil, and gas.

1.4 REFERENCE STANDARDS
A. ASME B1.20.1 - Pipe Threads, General Purpose, Inch 2013 (Reaffirmed 2018).

B. ASME B16.1 - Gray Iron Pipe Flanges and Flanged Fittings: Classes 25, 125, and 250 2020.

C. ASME B16.5 - Pipe Flanges and Flanged Fittings: NPS 1/2 through NPS 24 Metric/Inch Standard 2020.

D. ASME B16.10 - Face-to-Face and End-to-End Dimensions of Valves 2022.

E. ASME B16.18 - Cast Copper Alloy Solder Joint Pressure Fittings 2021.

F. ASME B16.34 - Valves — Flanged, Threaded, and Welding End 2020.

G. ASME B31.9 - Building Services Piping 2020.

Not for Construction
For Council Approval
Johnson Pool Phase II Project #23022
City of Roseville
GENERAL-DUTY VALVES FOR PLUMBING PIPING 22 05 23 - 2
H. ASME BPVC-IX - Boiler and Pressure Vessel Code, Section IX - Qualification Standard for Welding, Brazing, and Fusing Procedures; Welders; Brazers; and Welding, Brazing, and Fusing Operators 2023.

I. ASTM A48/A48M - Standard Specification for Gray Iron Castings 2022.

J. ASTM A126 - Standard Specification for Gray Iron Castings for Valves, Flanges, and Pipe Fittings 2004 (Reapproved 2019).

K. ASTM B61 - Standard Specification for Steam or Valve Bronze Castings 2015 (Reapproved 2021).

L. ASTM B62 - Standard Specification for Composition Bronze or Ounce Metal Castings 2017.

M. AWWA C606 - Grooved and Shouldered Joints 2022.

N. MSS SP-45 - Drain and Bypass Connections 2020.

O. MSS SP-67 - Butterfly Valves 2022.

P. MSS SP-70 - Gray Iron Gate Valves, Flanged and Threaded Ends 2011.

Q. MSS SP-71 - Gray Iron Swing Check Valves, Flanged and Threaded Ends 2018.

R. MSS SP-72 - Ball Valves with Flanged or Butt-Welding Ends for General Service 2010a.

S. MSS SP-78 - Gray Iron Plug Valves, Flanged and Threaded Ends 2011.

T. MSS SP-80 - Bronze Gate, Globe, Angle, and Check Valves 2019.

U. MSS SP-85 - Gray Iron Globe and Angle Valves, Flanged and Threaded Ends 2011.

V. MSS SP-110 - Ball Valves Threaded, Socket-Welding, Solder Joint, Grooved and Flared Ends 2010, with Errata .

W. MSS SP-125 - Check Valves: Gray Iron and Ductile Iron, In-Line, Spring-Loaded, Center-Guided 2018.

X. NSF 61 - Drinking Water System Components - Health Effects 2022, with Errata.

Y. NSF 372 - Drinking Water System Components - Lead Content 2022.

1.5 SUBMITTALS
A. See Division 1 specifications for submittal procedures.

B. Product Data: Provide data on valves including manufacturers catalog information. Submit performance ratings, rough-in details, weights, support requirements, and piping connections.

C. Operation and Maintenance Data: Include manufacturer's descriptive literature, operating instructions, maintenance and repair data, and parts listings.

D. Maintenance Materials: Furnish Owner with one wrench for every five plug valves, in each size of square plug valve head.

1.6 QUALITY ASSURANCE
A. Manufacturer:

1. Company must specialize in manufacturing products specified in this section, with not less than three years of documented experience.

B. Welding Materials and Procedures: Comply with ASME BPVC-IX.

PART 2 PRODUCTS

2.1 APPLICATIONS
Not for Construction
For Council Approval
Johnson Pool Phase II Project #23022
City of Roseville
GENERAL-DUTY VALVES FOR PLUMBING PIPING 22 05 23 - 3
A. Provide the following valves for the applications if not indicated on drawings:

1. Shutoff: Ball, butterfly, gate or plug.

2. Throttling: Provide globe, angle, ball, or butterfly.

3. Swing Check (Pump Outlet):
a. 2 inch and Smaller: Bronze swing check valves with bronze or nonmetallic disc.
b. 2-1/2 inch and Larger for Domestic Water: Iron swing check valves with closure control, metal or resilient seat check valves.
c. 2-1/2 inch and Larger for Sanitary Waste and Storm Drainage: Iron swing check valves with lever and weight or spring.

B. Substitutions of valves with higher CWP classes or WSP ratings for same valve types are permitted when specified CWP ratings or WSP classes are not available.

C. Required Valve End Connections for Non-Wafer Types:

1. Steel Pipe:
a. 2 inch and Smaller: Threaded ends.
b. 2-1/2 inch to 4 inch: Grooved or flanged ends except where threaded valveend option is indicated in valve schedules below. c. Grooved-End Steel Piping: Grooved.

2. Copper Tube:
a. 2 inch and Smaller: Threaded ends except where solder-joint valve-end option is indicated in valve schedules below.
b. 2-1/2 inch to 4 inch: Grooved or flanged ends except where threaded valveend option is indicated in valve schedules below.

D. Domestic, Hot and Cold Water Valves:

1. All sizes:
a. Bronze and Brass: Provide with solder-joint or threaded ends. b. Bronze Angle: Class 125, bronze disc.
c. Ball: Two piece, full port, brass with brass trim.
d. Bronze Swing Check: Class 125, bronze disc.
e. Bronze Gate: Class 125, NRS.

E. Gas Valves:

1. All sizes:
a. Bronze: Provide with threaded ends.
b. Ball: One piece, full port, bronze with bronze trim. c. Lubricated Plug: Class 125, regular gland.

2.2 GENERAL REQUIREMENTS
A. Valve Pressure and Temperature Ratings: No less than rating indicated; as required for system pressures and temperatures.

B. Valve Sizes: Match upstream piping unless otherwise indicated.

C. Valve Actuator Types:

1. Gear Actuator: Quarter-turn valves 8 inch and larger.

2. Handwheel: Valves other than quarter-turn types.

3. Hand Lever: Quarter-turn valves 6 inch and smaller except plug valves.

4. Wrench: Plug valves with square heads.

D. Insulated Piping Valves: With 2 inch stem extensions and the following features:

Not for Construction
For Council Approval
Johnson Pool Phase II Project #23022
City of Roseville
GENERAL-DUTY VALVES FOR PLUMBING PIPING 22 05 23 - 4

1. Gate Valves: Rising stem.

2. Ball Valves: Extended operating handle of non-thermal-conductive material, and protective sleeve that allows operation of valve without breaking the vapor seal or disturbing insulation.

3. Butterfly Valves: Extended neck.

4. Memory Stops: Fully adjustable after insulation is installed.

E. Valve-End Connections:

1. Threaded End Valves: ASME B1.20.1.

2. Flanges on Iron Valves: ASME B16.1 for flanges on iron valves.

3. Pipe Flanges and Flanged Fittings 1/2 inch through 24 inch: ASME B16.5.

4. Solder Joint Connections: ASME B16.18.

5. Grooved End Connections: AWWA C606.

F. General ASME Compliance:

1. Ferrous Valve Dimensions and Design Criteria: ASME B16.10 and ASME B16.34.

2. Solder-joint Connections: ASME B16.18.

3. Building Services Piping Valves: ASME B31.9.

G. Potable Water Use:

1. Certified: Approved for use in compliance with NSF 61 and NSF 372.

2. Lead-Free Certified: Wetted surface material includes less than 0.25 percent lead content.

H. Valve Bypass and Drain Connections: MSS SP-45.

2.3 BRONZE, ANGLE VALVES
A. Class 125; CWP Rating: 200 psi:

1. Comply with MSS SP-80, Type 1.

2. Body: Bronze; ASTM B62, with integral seat and screw in bonnet.

3. End Connections: Pipe thread.

4. Stem: Bronze.

5. Disc: Bronze.

6. Packing: Asbestos free.

7. Handwheel: Bronze or aluminum.

2.4 BRASS, BALL VALVES
A. Two Piece, Full Port with Brass Trim and Threaded or Soldered Connections:

1. Comply with MSS SP-110.

2. Seats: PTFE.

3. Ball: Chrome-plated brass.

2.5 BRONZE, BALL VALVES
A. General:

1. Fabricate from dezincification resistant material.

2. Copper alloys containing more than 15 percent zinc are not permitted.

B. Two Piece, Full Port with Bronze Trim:

1. Comply with MSS SP-110.

Not for Construction
For Council Approval
Johnson Pool Phase II Project #23022
City of Roseville
GENERAL-DUTY VALVES FOR PLUMBING PIPING 22 05 23 - 5

2. WSP Rating: 150 psi.

3. WOG Rating: 600 psi.

4. Body: Forged bronze or dezincified-brass alloy.

5. Ends Connections: Pipe thread or solder.

6. Seats: PTFE.

7. Stem: Bronze, blowout proof.

8. Ball: Chrome plated brass.

2.6 BRONZE, LIFT CHECK VALVES
A. General:

1. Fabricate from dezincification resistant material.

2. Copper alloys containing more than 15 percent zinc are not permitted.

B. Class 125:

1. Comply with MSS SP-80, Type 1, Metal Disc to Metal Seat and Type 2, Nonmetallic Disc to Metal Seat.

2. CWP Rating: 200 psi.

3. Design: Vertical flow.

4. Body: Comply with ASTM B61 or ASTM B62, bronze.

5. End Connections: Threaded.

2.7 BRASS, INLINE CHECK VALVES
A. Class 150:

B. Maximum Service Temperature: 250 degrees F.

C. Body: Forged brass.

D. Disc: Forged brass.

E. Seal: PTFE, bubble-tight.

F. End Connections: Press.

2.8 BRASS, HORIZONTAL SWING CHECK VALVES
A. Class 125, Threaded End Connections:

1. WOG Rating: 200 psi.

2. Body: Forged brass.

3. Disc: Forged brass.

4. Hinge-Pin, Screw, and Cap: Forged brass.

2.9 BRONZE, SWING CHECK VALVES
A. General:

1. Fabricate from dezincification resistant material.

2. Copper alloys containing more than 15 percent zinc are not permitted.

B. Class 125:

1. Pressure and Temperature Rating: MSS SP-80, Type 3.

2. Design: Y-pattern, horizontal or vertical flow.

3. WOG Rating: 200 psi.

4. Body: Bronze, ASTM B62.

5. End Connections: Threaded.

Not for Construction
For Council Approval
Johnson Pool Phase II Project #23022
City of Roseville
GENERAL-DUTY VALVES FOR PLUMBING PIPING 22 05 23 - 6

6. Disc: Bronze.

2.10 BRONZE, GATE VALVES
A. General:

1. Fabricate from dezincification resistant material.

2. Copper alloys containing more than 15 percent zinc are not permitted.

B. NRS (Non-rising Stem) or OS & Y (Rising Stem):

1. Comply with MSS SP-80, Type I.

2. Class 125: CWP Rating 200 psig.

3. Body: ASTM B62, bronze with integral seat and screw-in bonnet.

4. Ends: Threaded or solder joint joint.

5. Stem: Bronze.

6. Disc: Solid wedge; bronze.

7. Packing: Asbestos free.

8. Handwheel: Malleable iron, bronze, or aluminum.

2.11 LUBRICATED PLUG VALVES
A. Regular Gland with Flanged Ends:

1. Comply with MSS SP-78, Type II.

2. Class 125: CWP Rating: 200 psi.

3. Body: ASTM A48/A48M or ASTM A126, cast iron with lubrication sealing system.

4. Pattern: Regular or short.

5. Plug: Cast iron or bronze with sealant groove.

PART 3 EXECUTION

3.1 EXAMINATION
A. Discard all packing materials and verify that valve interior, including threads and flanges are completely clean without signs of damage or degradation that could result in leakage.

B. Verify valve parts to be fully operational in all positions from closed to fully open.

C. Confirm gasket material to be suitable for the service, to be of correct size, and without defects that could compromise effectiveness.

D. Should valve is determined to be defective, replace with new valve.

3.2 INSTALLATION
A. Provide unions or flanges with valves to facilitate equipment removal and maintenance while maintaining system operation and full accessibility for servicing.

B. Provide separate valve support as required and locate valve with stem at or above center of piping, maintaining unimpeded stem movement.

C. Install check valves where necessary to maintain direction of flow as follows:

1. Lift Check: Install with stem plumb and vertical.

2. Swing Check: Install horizontal maintaining hinge pin level.

END OF SECTION
Not for Construction
For Council Approval
Johnson Pool Phase II Project #23022
City of Roseville

HANGERS AND SUPPORTS FOR PLUMBING PIPING AND
EQUIPMENT 22 05 29 - 1
SECTION 22 05 29

HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT
PART 1 GENERAL

1.1 SECTION INCLUDES
A. Strut systems for pipe or equipment support.

B. Beam clamps.

C. Pipe hangers.

D. Pipe rollers and roller supports.

E. Pipe supports, guides, shields, and saddles.

F. Seismic bracing hardware.

G. Nonpenetrating rooftop supports for low-slope roofs.

H. Anchors and fasteners.

1.2 REFERENCE STANDARDS
A. ASTM A123/A123M - Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products 2017.

B. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware 2023.

C. ASTM A181/A181M - Standard Specification for Carbon Steel Forgings, for GeneralPurpose Piping 2023.

D. ASTM A36/A36M - Standard Specification for Carbon Structural Steel 2019.

E. ASTM A47/A47M - Standard Specification for Ferritic Malleable Iron Castings 1999, with Editorial Revision (2022).

F. ASTM A283/A283M - Standard Specification for Low and Intermediate Tensile Strength Carbon Steel Plates 2018.

G. ASTM A395/A395M - Standard Specification for Ferritic Ductile Iron PressureRetaining Castings for Use at Elevated Temperatures 1999 (Reapproved 2022).

H. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process 2023.

I. ASTM A1011/A1011M - Standard Specification for Steel, Sheet and Strip, Hot-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, and Ultra-High Strength 2023.

J. ASTM B633 - Standard Specification for Electrodeposited Coatings of Zinc on Iron and Steel 2023.

K. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials 2023b.

L. ASTM E96/E96M - Standard Test Methods for Gravimetric Determination of Water Vapor Transmission Rate of Materials 2022a, with Editorial Revision (2023).

M. MSS SP-58 - Pipe Hangers and Supports - Materials, Design, Manufacture, Selection, Application, and Installation 2018, with Amendment (2019).

N. NFPA 101 - Life Safety Code Most Recent Edition Adopted by Authority Having Jurisdiction, Including All Applicable Amendments and Supplements.

Not for Construction
For Council Approval
Johnson Pool Phase II Project #23022
City of Roseville

HANGERS AND SUPPORTS FOR PLUMBING PIPING AND
EQUIPMENT 22 05 29 - 2
O. UL 723 - Standard for Test for Surface Burning Characteristics of Building Materials Current Edition, Including All Revisions.

1.3 SUBMITTALS
A. See Division 1 specifications for submittal procedures.

B. Product Data: Provide manufacturer's standard catalog pages and data sheets for metal channel (strut) framing systems, nonpenetrating rooftop supports, post-installed concrete and masonry anchors, and thermal insulated pipe supports.

C. Evaluation Reports: For products specified as requiring evaluation and recognition by ICC Evaluation Service, LLC (ICC-ES), provide current ICC-ES evaluation reports upon request.

PART 2 PRODUCTS

2.1 GENERAL REQUIREMENTS
A. Provide required hardware to hang or support piping, equipment, or fixtures with related accessories as necessary to complete installation of plumbing work.

B. Provide hardware products listed, classified, and labeled as suitable for intended purpose.

C. Where support and attachment component types and sizes are not indicated, select in accordance with manufacturer's application criteria as required for the load to be supported. Include consideration for vibration, equipment operation, and shock loads where applicable.

D. Do not use wire, chain, perforated pipe strap, or wood for permanent supports unless specifically indicated or permitted.

E. Fire Resistance: Provide hardware rated for 120 minutes resistance unless specifically indicated by the authority having jurisdiction.

F. Materials for Metal Fabricated Supports: Comply with Section 05 50 00.

1. Zinc-Plated Steel: Electroplated in accordance with ASTM B633 unless stated otherwise.

2. Galvanized Steel: Hot-dip galvanized in accordance with ASTM A123/A123M or ASTM A153/A153M unless stated otherwise.

G. Corrosion Resistance: Use corrosion-resistant metal-based materials fully compatible with exposed piping materials and suitable for the environment where installed.

2.2 STRUT SYSTEMS FOR PIPE OR EQUIPMENT SUPPORT
A. Strut Channels:

1. ASTM A653/A653M galvanized steel bracket with clamps for surface mounting of piping or plumbing equipment support.

2. Channel or Bracket Kits: Include rods, brackets, end-fixed fittings, covers, clips, and other related hardware required to complete sectional trapeze section for piping or other support.

B. Hanger Rods:

1. Threaded zinc-plated steel unless otherwise indicated.

2. Minimum Size, Unless Otherwise Indicated or Required:
a. Equipment Supports: 1/2 inch diameter.
b. Piping up to 4 inch: 3/8 inch diameter.

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HANGERS AND SUPPORTS FOR PLUMBING PIPING AND
EQUIPMENT 22 05 29 - 3
c. Piping larger than 4 inch: 1/2 inch diameter.
d. Trapeze Support for Multiple Pipes: 3/8 inch in length.

C. Channel Nuts:

1. Provide carbon steel channel nut with epoxy copper or zinc finish and long, regular, or short spring as indicated on drawings.

2.3 BEAM CLAMPS
A. MSS SP-58 types 19 through 23, 25 or 27 through 30 based on required load.

B. Provide clamps with hardened steel cup-point set screws and lock-nuts for anchoring in place.

C. Material: ASTM A395/A395M ductile iron, ASTM A36/A36M carbon steel, ASTM A47/A47M malleable iron, ASTM A181/A181M forged steel, or ASTM A283/A283M steel.

2.4 PIPE HANGERS
A. J-Hangers, Adjustable:

1. MSS SP-58 type 5, zinc-plated ASTM A1011/A1011M steel or ASTM A653/A653M carbon steel.

2. Felt-Lined: Provide for uninsulated pipe to reduce noise and prevent static issues.

B. Swivel Ring Hangers, Adjustable:

1. MSS SP-58 type 10, epoxy-painted, zinc-colored.

2. Material: ASTM A395/A395M ductile iron, ASTM A36/A36M carbon steel, ASTM A47/A47M malleable iron, ASTM A181/A181M forged steel, or ASTM A283/A283M steel.

3. Felt-Lined: Provide for uninsulated pipe to reduce noise and prevent static issues.

C. Clevis Hangers, Adjustable:

1. Copper Tube: MSS SP-58 type 1, epoxy-plated copper.

2. Felt-Lined: MSS SP-58 type 1, zinc-plated, silicone-free carbon steel.

3. Light-Duty: MSS SP-58 type 1, zinc-colored, epoxy plated.

4. Standard-Duty: MSS SP-58 type 1, zinc-colored, epoxy plated.

2.5 PIPE CLAMPS
A. Riser Clamps:

1. For insulated pipe runs, provide two bolt-type clamps designed for installation under insulation.

2. MSS SP-58 type 1 or 8, carbon steel or steel with epoxy plated, plain, stainless steel, or zinc plated finish.

3. Medium Split Horizontal Pipe Clamp: MSS SP-58 type 4, carbon steel or stainless steel with epoxy plated, plain, stainless steel, or zinc plated finish.

4. Copper Tube Pipe Clamp: MSS SP-58 type 8, epoxy plated copper.

B. Extension Split Pipe Clamp:

1. MSS SP-58 type 12, hinged split ring and yoke roller hanger with epoxy copper or plain finish.

2. Material: ASTM A47/A47M malleable iron or ASTM A36/A36M carbon steel.

3. Provide hanger rod and nuts of the same type and material for a given pipe run.

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HANGERS AND SUPPORTS FOR PLUMBING PIPING AND
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4. Provide coated or plated hangers to isolate steel hangers from dissimilar metal tube or pipe.

C. Offset Pipe Clamps: Double-leg design two-piece pipe clamp.

D. Strut Clamps:

1. Pipe Clamp: Two-piece rigid, universal, or outer diameter type, carbon steel with epoxy copper or zinc finish.

2. Cushioned Pipe or Tubing Strut Clamp: Provide strut clamp with thermoplastic elastomer cushion having dielectric strength of 670 V/mil.

E. Insulation Coupling:

1. Two bolt-type clamps designed for installation under insulation.

2. Material: Carbon steel with epoxy copper or zinc finish.

2.6 PIPE ROLLERS AND ROLLER SUPPORTS
A. MSS SP-58 type 43 based on required load, nonconductive and corrosion resistant.

B. Material: Zinc plated ASTM A36/A36M carbon steel or ASTM A47/A47M malleable iron.

2.7 PIPE SUPPORTS, GUIDES, SHIELDS, AND SADDLES
A. Dielectric Barriers: Provide between metallic supports and metallic piping and associated items of dissimilar type; acceptable dielectric barriers include rubber or plastic sheets or coatings attached securely to pipe or item.

B. Stanchions:

1. Material: Malleable iron, ASTM A47/A47M; or carbon steel, ASTM A36/A36M.

2. Provide coated or plated saddles to isolate steel hangers from dissimilar metal tube or pipe.

3. For pipe runs, use stanchions of same type and material where vertical adjustment is required for stationary pipe.

C. U-Bolts:

1. MSS SP-58 type 24, carbon steel u-bolt for pipe support or anchoring.

D. Pipe Alignment Guides, Galvanized steel:

1. Pipe Sizes 8 inch and Smaller: Spider or sleeve type.

2. Pipe Sizes 10 inch and Larger: Roller type.

E. Pipe Shields for Insulated Piping:

1. MSS SP-58 type 40, ASTM A1011/A1011M steel or ASTM A653/A653M carbon steel.

2. General Construction and Requirements:
a. Surface Burning Characteristics: Comply with ASTM E84 or UL 723. b. Shields Material: UV-resistant polypropylene with glass fill. c. Maximum Insulated Pipe Outer Diameter: 12-5/8 inch.
d. Service Temperature: Minus 40 to 178 degrees F.
e. Pipe shields to be provided at hanger, support, and guide locations on pipe requiring insulation or additional support.

F. Pipe Supports:

1. Material: ASTM A395/A395M ductile iron, ASTM A36/A36M carbon steel, ASTM A47/A47M malleable iron, ASTM A181/A181M forged steel, or ASTM A283/A283M steel.

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HANGERS AND SUPPORTS FOR PLUMBING PIPING AND
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2. Liquid Temperatures Up to 122 degrees F:
a. Overhead Support: MSS SP-58 types 1, 3 through 12 clamps. b. Support From Below: MSS SP-58 types 35 through 38.

3. Operating Temperatures from 122 to 446 degrees F:
a. Overhead Support: MSS SP-58 type 1 or 3 through 12 clamps with appropriate saddle of MSS SP-58 type 40 for insulated pipe. b. Roller Chair: MSS SP-58 types 41 or 43 through 46 roller chair support with appropriate saddle of MSS SP-58 type 39 for insulated pipe. c. Sliding Support: MSS SP-58 types 35 through 38.

G. Pipe Supports, Thermal Insulated:

1. General Requirements:
a. Insulated pipe supports to be provided at hanger, support, and guide locations on pipe requiring insulation or additional support.
b. Pipe insulation protection shields to be provided at the hanger points and guide locations on pipes requiring insulation as indicated on drawings. c. Surface Burning Characteristics: Flame spread index/smoke developed index of 5/30, maximum, when tested in accordance with ASTM E84 or UL 723. d. Provide pipe supports for 1/2 to 30 inch iron pipes. e. Insulation inserts to consist of rigid phenolic foam insulation surrounded by 360 degree, PVC jacketing.

2. PVC Jacket:
a. Pipe insulation protection shields to be provided with ball bearing hinge and locking seam.
b. Minimum Service Temperature: Minus 40 degrees F.
c. Maximum Service Temperature: 180 degrees F.
d. Moisture Vapor Transmission: 0.0071 perm inch, when tested in accordance with ASTM E96/E96M.
e. Minimum Thickness: 60 mil, 0.06 inch.

2.8 SEISMIC BRACING HARDWARE
A. Cable Sway Bracing Systems:

1. Cable wire hanger with fix and release spring mechanism enclosed using zinc housing with 302 stainless steel components for pipe or equipment suspension to surface-mounted end-fixing fittings.

2. Provide cable wire and end-fixing as required to hold minimum weight of 100 lb.

2.9 NONPENETRATING ROOFTOP SUPPORTS FOR LOW-SLOPE ROOFS A. Provide steel pedestals with thermoplastic or rubber base that rest on top of roofing membrane, not requiring any attachment to the roof structure and not penetrating the roofing assembly, with support fixtures as specified.

B. Base Sizes: As required to distribute load sufficiently to prevent indentation of roofing assembly.

C. Attachment/Support Fixtures: As recommended by manufacturer, same type as indicated for equivalent indoor hangers and supports.

D. Mounting Height: Provide minimum clearance of 6 inches under supported component to top of roofing.

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HANGERS AND SUPPORTS FOR PLUMBING PIPING AND
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2.10 ANCHORS AND FASTENERS
A. Unless otherwise indicated and where not otherwise restricted, use the anchor and fastener types indicated for the specified applications.

B. Concrete: Use preset concrete inserts or expansion anchors.

C. Solid or Grout-Filled Masonry: Use expansion anchors.

D. Hollow Masonry: Use toggle bolts.

E. Hollow Stud Walls: Use toggle bolts.

F. Steel: Use beam clamps, machine bolts, or welded threaded studs.

G. Sheet Metal: Use sheet metal screws.

H. Wood: Use wood screws.

I. Plastic and lead anchors are not permitted.

J. Powder-actuated fasteners are not permitted.

K. Hammer-driven anchors and fasteners are not permitted.

L. Post-Installed Concrete and Masonry Anchors: Evaluated and recognized by ICC Evaluation Service, LLC (ICC-ES) for compliance with applicable building code.

M. Preset Concrete Inserts: Continuous metal strut channel and spot inserts specifically designed to be cast in concrete ceilings, walls, and floors.

1. Channel Material: Use galvanized steel.

2. Manufacturer: Same as manufacturer of metal strut channel framing system.

PART 3 EXECUTION

3.1 EXAMINATION
A. Verify that field measurements are as indicated.

B. Verify that mounting surfaces are ready to receive support and attachment components.

C. Verify that conditions are satisfactory for installation prior to starting work.

3.2 INSTALLATION
A. Install products in accordance with manufacturer's instructions.

B. Install anchors and fasteners in accordance with ICC Evaluation Services, LLC (ICCES) evaluation report conditions of use where applicable.

C. Provide independent support from building structure. Do not provide support from piping, ductwork, conduit, or other systems.

D. Unless specifically indicated or approved by LP Consulting Engineers, Inc., do not provide support from suspended ceiling support system or ceiling grid.

E. Unless specifically indicated or approved by LP Consulting Engineers, Inc., do not provide support from roof deck.

F. Do not penetrate or otherwise notch or cut structural members without approval of Structural Engineer.

G. Provide thermal insulated pipe supports complete with hangers and accessories. Install thermal insulated pipe supports during the installation of the piping system.

H. Equipment Support and Attachment:

1. Use metal fabricated supports or supports assembled from metal channel (strut) to support equipment as required.

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HANGERS AND SUPPORTS FOR PLUMBING PIPING AND
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2. Use metal channel (strut) secured to studs to support equipment surface-mounted on hollow stud walls when wall strength is not sufficient to resist pull-out.

3. Use metal channel (strut) to support surface-mounted equipment in wet or damp locations to provide space between equipment and mounting surface.

4. Securely fasten floor-mounted equipment. Do not install equipment such that it relies on its own weight for support.

I. Preset Concrete Inserts: Use manufacturer-provided closure strips to inhibit concrete seepage during concrete pour.

J. Secure fasteners according to manufacturer's recommended torque settings.

K. Remove temporary supports.

3.3 FIELD QUALITY CONTROL
A. Inspect support and attachment components for damage and defects.

B. Repair cuts and abrasions in galvanized finishes using zinc-rich paint recommended by manufacturer. Replace components that exhibit signs of corrosion.

C. Correct deficiencies and replace damaged or defective support and attachment components.

END OF SECTION
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IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT 22 05 53 - 1 SECTION 22 05 53

IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT
PART 1 GENERAL

1.1 SECTION INCLUDES
A. Nameplates.

B. Tags.

C. Pipe markers.

1.2 RELATED REQUIREMENTS
A. Refer to the General Conditions, Special Conditions and Division 1 General Requirements. The requirements of these sections apply to this section.

1.3 REFERENCE STANDARDS
A. ASME A13.1 - Scheme for the Identification of Piping Systems 2020.

B. ASTM D709 - Standard Specification for Laminated Thermosetting Materials 2017.

1.4 SUBMITTALS
A. See Division 1 specifications for submittal procedures.

B. List: Submit list of wording, symbols, letter size, and color coding for mechanical identification.

C. Product Data: Provide manufacturers catalog literature for each product required.

D. Manufacturer's Installation Instructions: Indicate special procedures, and installation.

PART 2 PRODUCTS

2.1 IDENTIFICATION APPLICATIONS
A. Heat Transfer Equipment: Nameplates.

B. Major Control Components: Nameplates.

C. Piping: Pipe markers.

D. Pumps: Nameplates.

E. Small-sized Equipment: Tags.

F. Tanks: Nameplates.

G. Valves: Tags and ceiling tacks where located above lay-in ceiling.

H. Water Treatment Devices: Nameplates.

2.2 MANUFACTURERS
A. Brady Corp.

B. Seton Identification Products.

2.3 NAMEPLATES
A. Description: Laminated piece with up to three lines of text.

1. Letter Color: White.

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IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT 22 05 53 - 2

2. Letter Height: 1/4 inch.

3. Background Color: Black.

4. Plastic: Comply with ASTM D709.

2.4 TAGS
A. Flexible: Vinyl with engraved black letters on light contrasting background color with up to three lines of text. Minimum tag size 1-1/2 inch in diameter.

B. Metal: Brass, 19 gauge 1-1/2 inch in diameter with smooth edges, blank, smooth edges, and corrosion-resistant ball chain. Up to three lines of text.

2.5 PIPE MARKERS
A. Comply with ASME A13.1.

B. Plastic Tape Pipe Markers: Flexible, vinyl film tape with pressure sensitive adhesive backing and printed markings. Secure to pipe using two (2) bands of adhesive tape with flow arrows supplied by the manufacturer. Install securing bands completly around pipe and overlapped.

C. Underground Flexible Marker: Bright-colored continuously printed ribbon tape, minimum 6 inches wide by 4 mil, 0.004 inch thick, manufactured for direct burial service.

PART 3 EXECUTION

3.1 PREPARATION
A. Degrease and clean surfaces to receive identification products.

3.2 INSTALLATION
A. Install flexible nameplates with corrosive-resistant mechanical fasteners, or adhesive. Apply with sufficient adhesive to ensure permanent adhesion and seal with clear lacquer.

B. Install tags in clear view and align with axis of piping C. Install plastic tape pipe marker around pipe in accordance with manufacturer's instructions.

D. Identify domestic hot water heating equipment, including pumps, etc. with plastic nameplates.

E. Identify valves in main and branch piping with tags.

F. Identify piping, concealed or exposed, with plastic pipe markers. Identify service, flow direction, and pressure. Install in clear view and align with axis of piping. Locate identification not to exceed 20 feet (6 m) on straight runs including risers and drops, adjacent to each valve and Tee, at each side of penetration of structure or enclosure, and at each obstruction.

G. Identify all medium pressure gas piping (over 11" W.C. to 5 PSI pressure) with pressure contained within piping system (for example: "MPG 5 PSI")

END OF SECTION
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PLUMBING PIPING INSULATION 22 07 19 - 1
SECTION 22 07 19

PLUMBING PIPING INSULATION
PART 1 GENERAL

1.1 SECTION INCLUDES
A. Flexible elastomeric cellular insulation.

B. Piping insulation.

C. Glass fiber insulation.

D. Jacketing and accessories.

1.2 RELATED REQUIREMENTS
A. Refer to the General Conditions, Special Conditions and Division 1 General Requirements. The requirements of these sections apply to this section.

B. Section 22 10 05 - Plumbing Piping: Placement of hangers and hanger inserts.

1.3 REFERENCE STANDARDS
A. ASTM B209/B209M - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate 2021a.

B. ASTM B209 - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate 2014.

C. ASTM C177 - Standard Test Method for Steady-State Heat Flux Measurements and Thermal Transmission Properties by Means of the Guarded-Hot-Plate Apparatus 2019, with Editorial Revision (2023).

D. ASTM C518 - Standard Test Method for Steady-State Thermal Transmission Properties by Means of the Heat Flow Meter Apparatus 2021.

E. ASTM C533 - Standard Specification for Calcium Silicate Block and Pipe Thermal Insulation 2017 (Reapproved 2023).

F. ASTM C534/C534M - Standard Specification for Preformed Flexible Elastomeric Cellular Thermal Insulation in Sheet and Tubular Form 2023.

G. ASTM C547 - Standard Specification for Mineral Fiber Pipe Insulation 2022a.

H. ASTM C585 - Standard Practice for Inner and Outer Diameters of Thermal Insulation for Nominal Sizes of Pipe and Tubing 2022.

I. ASTM C795 - Standard Specification for Thermal Insulation for Use in Contact with Austenitic Stainless Steel 2008 (Reapproved 2023).

J. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials 2023b.

K. ASTM E96/E96M - Standard Test Methods for Gravimetric Determination of Water Vapor Transmission Rate of Materials 2022a, with Editorial Revision (2023).

L. UL 723 - Standard for Test for Surface Burning Characteristics of Building Materials Current Edition, Including All Revisions.

1.4 SUBMITTALS
A. See Division 1 specifications for submittal procedures.

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PLUMBING PIPING INSULATION 22 07 19 - 2
B. Product Data: Provide product description, thermal characteristics, list of materials and thickness for each service, and locations.

C. Manufacturer's Instructions: Indicate installation procedures that ensure acceptable workmanship and installation standards will be achieved.

1.5 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing the Products specified in this section with not less than three years of documented experience.

B. Applicator Qualifications: Company specializing in performing the type of work specified in this section with minimum three years of experience.

1.6 DELIVERY, STORAGE, AND HANDLING
A. Accept materials on site, labeled with manufacturer's identification, product density, and thickness.

1.7 FIELD CONDITIONS
A. Maintain ambient conditions required by manufacturers of each product.

B. Maintain temperature before, during, and after installation for minimum of 24 hours.

PART 2 PRODUCTS

2.1 REGULATORY REQUIREMENTS
A. Surface Burning Characteristics: Flame spread index/Smoke developed index of 25/50, maximum, when tested in accordance with ASTM E84, UL 723, ASTM E84, or UL 723.

2.2 GLASS FIBER INSULATION
A. Manufacturers:

1. CertainTeed Corporation: www.certainteed.com.

2. Johns Manville Corporation: www.jm.com/#sle.

3. Knauf Insulation: www.knaufusa.com.

4. Owens Corning Corporation; Fiberglas Pipe Insulation ASJ: www.ocbuildingspec.com/#sle.

B. Insulation: ASTM C547and ASTM C795; rigid molded, noncombustible.

1. 'K' value: ASTM C 177, 0.22 to 0.28 at 100 degrees F.

2. Maximum Service Temperature: 850 degrees F.

3. Maximum Moisture Absorption: 0.2 percent by volume.

C. Vapor Barrier Jacket: White Kraft paper with glass fiber yarn, bonded to aluminized film; moisture vapor transmission when tested in accordance with ASTM E96/E96M of

0.02 perm.

D. Vapor Barrier Lap Adhesive: Compatible with insulation.

2.3 FLEXIBLE ELASTOMERIC CELLULAR INSULATION
A. Manufacturers:

1. Armacell LLC; AP Armaflex: www.armacell.us/#sle.

2. K-Flex USA LLC; Insul-Tube: www.kflexusa.com/#sle.

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PLUMBING PIPING INSULATION 22 07 19 - 3

3. Owens Corning Flex Tubing
B. Insulation: Preformed flexible elastomeric cellular rubber insulation complying with ASTM C 534 Grade 3; use molded tubular material wherever possible and sheet for equipment and other surfaces.

1. 'K' value: ASTM C 177; 0.27 at 75 degrees F.

2. Minimum Service Temperature: Minus 40 degrees F.

3. Maximum Service Temperature: 220 degrees F.

4. Maximum Moisture Absorption - Pipe Insulation: 3.5 percent, by weight, when tested in accordance with ASTM D 1056.

5. Water Vapor Permeability: 0.20 perm-inches, when tested in accordance with ASTM E 96.

6. Connection: Waterproof vapor barrier adhesive.

C. Elastomeric Foam Adhesive:

D. Insulation Exposed to the Weather: Finish with two coats Armstrong white Armaflex finish. Provide aluminum jacketing.

2.4 JACKETING AND ACCESSORIES
A. PVC Plastic Jacket:

1. Manufacturers:
a. Proto Corporation, Proto-Wrap 30 LoSmoke.
b. Johns Manville Corporation: www.jm.com.

2. Jacket: One piece molded type fitting covers and sheet material, off-white color. a. Minimum Service Temperature: 0 degrees F.
b. Maximum Service Temperature: 150 degrees F.
c. Moisture Vapor Permeability: 0.002 perm inch, maximum, when tested in accordance with ASTM E96/E96M.
d. Thickness: 10 mil, 0.010 inch.
e. Connections: Brush on welding adhesive.

3. Covering Adhesive Mastic: Compatible with insulation.

B. Aluminum Jacket:

1. Comply with ASTM B209/B209M, Temper H14, minimum thickness of 0.016 inch with factory-applied polyethylene and kraft paper moisture barrier on the inside surface.

2. Thickness: 0.016 inch sheet.

3. Finish: Embossed.

4. Joining: Longitudinal slip joints and 2 inch laps.

5. Fittings: 0.016 inch thick die-shaped fitting covers with factory-attached protective liner.

6. Metal Jacket Bands: 3/8 inch wide; 0.015 inch thick aluminum.

PART 3 EXECUTION

3.1 EXAMINATION
A. Verify that piping has been tested before applying insulation materials.

B. Verify that surfaces are clean and dry, with foreign material removed.

3.2 INSTALLATION
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PLUMBING PIPING INSULATION 22 07 19 - 4
A. Install in accordance with manufacturer's instructions.

B. Exposed Piping: Locate insulation and cover seams in least visible locations.

C. Glass fiber insulated pipes conveying fluids below ambient temperature:

1. Insulate fittings, joints, and valves with molded insulation of like material and thickness as adjacent pipe. Finish with molded PVC fitting covers.

D. Glass fiber insulated pipes conveying fluids above ambient temperature:

1. Insulate fittings, joints, and valves with insulation of like material and thickness as adjoining pipe. Finish with molded PVC fitting covers.

E. Inserts and Shields:

1. Application: Piping 1-1/2 inches diameter or larger.

2. Shields: Galvanized steel between pipe hangers or pipe hanger rolls and inserts.

3. Insert Location: Between support shield and piping and under the finish jacket.

4. Insert Configuration: Minimum 6 inches long, of same thickness and contour as adjoining insulation; may be factory fabricated.

5. Insert Material: Hydrous calcium silicate insulation or other heavy density insulating material suitable for the planned temperature range.

F. Continue insulation through walls, sleeves, pipe hangers, and other pipe penetrations. Finish at supports, protrusions, and interruptions. At fire separations, use a UL rated fire penetration assembly, 3M or equal.

G. Pipe in Supply Air Plenum or Finished Spaces: Finish with PVC jacket and fitting covers.

H. Pipe Exposed in Mechanical Equipment Rooms or Finished Spaces: Finish with PVC jacket and fitting covers.

I. Exterior Applications (exposed to the weather): Provide vapor barrier jacket. Insulate fittings, joints, and valves with insulation of like material and thickness as adjoining pipe, and finish with glass mesh reinforced vapor barrier cement. Cover with aluminum jacket with seams located on bottom side of horizontal piping.

3.3 SCHEDULES
A. Plumbing Systems:

1. Domestic Hot and Tempered Water Supply:
a. Glass Fiber Insulation:
1) Pipe Size Range: 1-1/2 inch and larger.
(a) Thickness: 2 inch.
2) Pipe Size Range: 1 inch and smaller.
(a) Thickness: 1-1/2 inch.

2. Domestic Cold Water Located in Unheated Areas:
a. Glass Fiber Insulation:
1) Pipe Size Range: 1-1/2 inch and larger.
(a) Thickness: 1 inch.
2) Pipe Size Range: 1 inch and smaller.
(a) Thickness: 3/4 inch.

END OF SECTION
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PLUMBING PIPING 22 10 05 - 1
SECTION 22 10 05

PLUMBING PIPING
PART 1 GENERAL

1.1 SECTION INCLUDES
A. Sanitary waste piping, buried within 5 feet of building.

B. Sanitary waste piping, above grade.

C. Drains.

D. Domestic water piping, buried within 5 feet of building.

E. Domestic water piping, above grade.

F. Natural gas piping, buried within 5 feet of building.

G. Natural gas piping, above grade.

H. Pipe flanges, unions, and couplings.

I. Pipe hangers and supports.

1.2 RELATED REQUIREMENTS
A. Refer to the General Conditions, Special Conditions and Division 1 General Requirements. The requirements of these sections apply to this section.

B. Section 22 05 29 - Hangers and Supports for Plumbing Piping and Equipment.

C. Section 22 05 53 - Identification for Plumbing Piping and Equipment.

D. Section 22 07 19 - Plumbing Piping Insulation.

1.3 REFERENCE STANDARDS
A. ANSI LC 1/CSA 6.26 - Fuel Gas Piping Systems Using Corrugated Stainless Steel Tubing 2019.

B. ANSI Z21.22 - American National Standard for Relief Valves for Hot Water Supply Systems 2015 (Reaffirmed 2020).

C. ASME B16.3 - Malleable Iron Threaded Fittings: Classes 150 and 300 2021.

D. ASME B16.18 - Cast Copper Alloy Solder Joint Pressure Fittings 2021.

E. ASME B16.22 - Wrought Copper and Copper Alloy Solder-Joint Pressure Fittings 2021.

F. ASME B16.23 - Cast Copper Alloy Solder Joint Drainage Fittings: DWV 2021.

G. ASME B16.29 - Wrought Copper and Wrought Copper Alloy Solder-Joint Drainage Fittings—DWV 2022.

H. ASME B31.1 - Power Piping 2022.

I. ASME B31.9 - Building Services Piping 2020.

J. ASME BPVC-IV - Boiler and Pressure Vessel Code, Section IV - Rules for Construction of Heating Boilers 2023.

K. ASSE 1003 - Water Pressure Reducing Valves for Potable Water Distribution Systems 2023.

L. ASTM A53/A53M - Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless 2022.

M. ASTM A74 - Standard Specification for Cast Iron Soil Pipe and Fittings 2021.

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PLUMBING PIPING 22 10 05 - 2
N. ASTM A234/A234M - Standard Specification for Piping Fittings of Wrought Carbon Steel and Alloy Steel for Moderate and High Temperature Service 2023a.

O. ASTM B32 - Standard Specification for Solder Metal 2020.

P. ASTM B42 - Standard Specification for Seamless Copper Pipe, Standard Sizes 2020.

Q. ASTM B88 - Standard Specification for Seamless Copper Water Tube 2022.

R. ASTM B306 - Standard Specification for Copper Drainage Tube (DWV) 2020.

S. ASTM B813 - Standard Specification for Liquid and Paste Fluxes for Soldering of Copper and Copper Alloy Tube 2016.

T. ASTM B828 - Standard Practice for Making Capillary Joints by Soldering of Copper and Copper Alloy Tube and Fittings 2016.

U. ASTM D2513 - Standard Specification for Polyethylene (PE) Gas Pressure Pipe, Tubing, and Fittings 2020.

V. ASTM D2683 - Standard Specification for Socket-Type Polyethylene Fittings for Outside Diameter-Controlled Polyethylene Pipe and Tubing 2020.

W. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials 2023b.

X. AWS A5.8M/A5.8 - Specification for Filler Metals for Brazing and Braze Welding 2019.

Y. AWWA C105/A21.5 - Polyethylene Encasement for Ductile-Iron Pipe Systems 2018.

Z. AWWA C550 - Protective Interior Coatings for Valves and Hydrants 2017.

AA. AWWA C651 - Disinfecting Water Mains 2014, with Addendum (2020).

BB. CISPI 301 - Standard Specification for Hubless Cast Iron Soil Pipe and Fittings for Sanitary and Storm Drain, Waste, and Vent Piping Applications 2021.

CC. CISPI 310 - Specification for Coupling for Use in Connection with Hubless Cast Iron Soil Pipe and Fittings for Sanitary and Storm Drain, Waste, and Vent Piping Applications 2020.

DD. MSS SP-58 - Pipe Hangers and Supports - Materials, Design, Manufacture, Selection, Application, and Installation 2018, with Amendment (2019).

EE. MSS SP-67 - Butterfly Valves 2022.

FF. MSS SP-69 - Pipe Hangers and Supports - Selection and Application; Manufacturers Standardization Society of the Valve and Fittings Industry, Inc.; 2003.

GG. MSS SP-89 - Pipe Hangers and Supports - Fabrication and Installation Practices; Manufacturers Standardization Society of the Valve and Fittings Industry, Inc.; 2003.

HH. NSF 61 - Drinking Water System Components - Health Effects 2022, with Errata.

II. NSF 372 - Drinking Water System Components - Lead Content 2022.

1.4 SUBMITTALS
A. See Division 1 specifications for submittal procedures.

B. Product Data: Provide data on pipe materials, pipe fittings, valves, and accessories.

Provide manufacturers catalog information. Indicate valve data and ratings.

C. Project Record Documents: Record actual locations of valves.

1.5 QUALITY ASSURANCE
A. Perform Work in accordance with State of California, standards.

B. Valves: Manufacturer's name and pressure rating marked on valve body.

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PLUMBING PIPING 22 10 05 - 3
C. Welding Materials and Procedures: Comply with ASME BPVC-IX and applicable state labor regulations.

1.6 REGULATORY REQUIREMENTS
A. Perform Work in accordance with State of California plumbing code.

B. Domestic water piping and components shall be provided and installed in accordance with California AB 1953 Legislation (effective January 1, 2010), which limits the allowable lead content in certain domestic water system components.

C. Conform to applicable code for installation of backflow prevention devices.

D. Provide certificate of compliance from authority having jurisdiction indicating approval of installation of backflow prevention devices.

1.7 DELIVERY, STORAGE, AND HANDLING
A. Accept valves on site in shipping containers with labeling in place. Inspect for damage.

B. Provide temporary protective coating on cast iron and steel valves.

C. Provide temporary end caps and closures on piping and fittings. Maintain in place until installation.

D. Protect piping systems from entry of foreign materials by temporary covers, completing sections of the work, and isolating parts of completed system.

PART 2 PRODUCTS

2.1 GENERAL REQUIREMENTS
A. Potable Water Supply Systems: Provide piping, pipe fittings, and solder and flux (if used), that comply with NSF 61 and NSF 372 for maximum lead content; label pipe and fittings.

2.2 SANITARY SEWER PIPING, BURIED
A. PVC Pipe: Schedule 40 Solid Core. ASTM D1785, ASTM D2665.

1. Fittings: PVC.

2. Joints: Solvent welded, with ASTM D2564 solvent cement and ASTM F656 primer.

2.3 DRAIN PIPING, ABOVE GRADE
A. Cast Iron Pipe: CISPI 301, hubless, service weight.

1. Fittings: Cast iron.

2. Joints: CISPI 310, neoprene gaskets and stainless steel clamp-and-shield assemblies.

B. PVC Pipe: Schedule 40 Solid Core. ASTM D1785, ASTM D2665.

1. Fittings: PVC.

2. Joints: Solvent welded, with ASTM D2564 solvent cement and ASTM F656 primer.

C. Copper Tube: ASTM B 306, DWV or ASTM B 88 (ASTM B 88M), Type M (C), Drawn (H).

1. Application: Condensate drains inside building (non-acidic).

2. Fittings: ASME B16.29, wrought copper, or ASME B16.23, sovent.

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PLUMBING PIPING 22 10 05 - 4

3. Joints: ASTM B32, alloy Sn50 solder.

D. Steel Pipe: ASTM A53/A53M Schedule 40, galvanized.

1. Application: Condensate drains outside building (non-acidic).

2. Threaded Joints: ASME B16.3 malleable iron fittings.

E. PVC Pipe: ASTM D2665.

1. Application: Condensate drains (acidic).

2. Fittings: PVC.

3. Joints: Solvent welded, with ASTM D2564 solvent cement.

2.4 WATER PIPING, BURIED
A. Copper Pipe: ASTM B 42, hard drawn, Type K.

1. Fittings: ASME B16.18, cast copper alloy or ASME B16.22 wrought copper and bronze.

2. Joints: ASTM B32, alloy Sn95 solder.

3. Joints: For sizes 2" and larger, AWS A5.8M/A5.8, BCuP copper and silver braze.

2.5 DOMESTIC WATER PIPING, ABOVE GRADE
A. Copper Tube: ASTM B88 (ASTM B88M), Type L (B), Drawn (H).

1. Fittings: ASME B16.18, cast copper alloy.

2. Joints: For sizes 1-1/2" and smaller, ASTM B 32, alloy Sn95 solder.

3. Joints: For sizes 2" and larger, AWS A5.8, BCuP5 silver braze.

B. Provide full solder cup for all fittings.

C. Schedule 40 Screwed Brass: Capped or plugged outlets.

2.6 NATURAL GAS PIPING, BURIED BEYOND 5 FEET OF BUILDING A. Polyethylene Pipe: ASTM D2513, SDR 11.

1. Fittings: ASTM D2683 or ASTM D2513 socket type.

2. Joints: Fusion welded.

2.7 NATURAL GAS PIPING, BURIED WITHIN 5 FEET OF BUILDING A. Steel Pipe: ASTM A53/A53M Schedule 40 black.

1. Fittings: ASTM A234/A234M, wrought steel welding type.

2. Joints: ASME B31.1, welded.

3. Jacket: AWWA C105/A21.5 polyethylene jacket or double layer, half-lapped 10 mil polyethylene tape.

2.8 NATURAL GAS PIPING, ABOVE GRADE
A. Steel Pipe: ASTM A53/A53M Schedule 40 black.

1. Pipe size 2" and smaller: Malleable iron threaded fittings.

2. Pipe size 2-1/2" and larger: Steel butt welded fittings.

3. Fittings: ASME B16.3, malleable iron, or ASTM A234/A234M, wrought steel welding type.

4. Joints: Threaded or welded to ASME B31.1.

B. Flexible Gas Piping:

1. Corrugated Stainless Steel Tubing: Comply with ANSI LC 1/CSA 6.26.

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PLUMBING PIPING 22 10 05 - 5

2. Comply with ASTM E84.

3. Fittings: Provided by piping system manufacturer.

2.9 PIPE FLANGES, UNIONS, AND COUPLINGS
A. Unions for Pipe Sizes 2 Inches and Under:

1. Copper Tube and Pipe: Class 150 bronze unions with soldered joints.

B. Flanges for Pipe Sizes Over 2 inch:

1. Ferrous Pipe: Class 150 malleable iron threaded or forged steel slip-on flanges; preformed neoprene gaskets.

2. Copper Tube and Pipe: Class 150 slip-on bronze flanges; preformed neoprene gaskets.

C. Dielectric Connections: Union with galvanized or plated steel threaded end, copper solder end, water impervious isolation barrier.

2.10 PIPE HANGERS AND SUPPORTS
A. See Section 22 05 29 for additional requirements.

2.11 GAS PRESSURE REGULATING VALVES
A. Provide single stage, steel jacketed, corrosion resistant gas pressure regulating valves with atmospheric vent and elevation compensator sized for inlet and outlet pressures , specific gravity and volume indicated on the drawings.

B. Compliance requirements:

1. Appliance Regulator: ANSI Z21.18/CSA 6.3.

2. Line Pressure Regulator: ANSI Z21.80/CSA 6.22.

C. For sizes 2" and smaller: threaded ends.

D. For sizes 2-1/2" and larger: flanged ends.

E. Provide high and low pressure cutout and internal relief for each regulator.

2.12 SEISMIC GAS SHUTOFF VALVES
A. Manufacturers: Safetquake, Quakemaster or equal.

B. Valve is fabricated of aluminum, incorporates a stainless steel ball and bubble level, is vertically mounted, has a single step manual reset lever, operates at ambient temperature range of -40 deg F to +150 Deg F, minimum pressure .5 psi and maximum allowable pressure of 60 psi.

C. Valves actuates within 5 seconds when subjected to a horizontal sinusoidal oscillation having a peak acceleration of anyone of the following: (1) 0.70g and period of 0.13 second, (2) 0.40g and period of 0.20 second, (3) 0.30g and period of 0.40 second, (4)

0.25g and period of 1.00 second.

D. Meets or exceeds California standard, ANSI (Z21 1995), California Office of State Architect (Label Numbers CA-OSA 19.49 and CA-OSA 27.02, IAPMO, UPC (file 3D94), AGA P-70-2A, U.L. Building and Safety RR 4996.

2.13 WATER PRESSURE REDUCING VALVES
A. 2 inch and Smaller:

1. ASSE 1003, bronze body, stainless steel, and thermoplastic internal parts, fabric reinforced diaphragm, strainer, threaded single union ends.

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PLUMBING PIPING 22 10 05 - 6

2. Pressure Reducing Pilot-Operator:
a. Operating Range: 5 to 50 psi.
b. Connected into brass or bronze pilot piping and fittings. c. Fixed flow restrictor, pressure gauges, and isolation valves.

B. 2 inch and Larger:

1. ASSE 1003, cast iron body with interior lining complying with AWWA C550, bronze fitted, elastomeric diaphragm and seat disc, flanged.

2. Pressure Reducing Pilot-Operator:
a. Operating Range: 5 to 50 psi.
b. Connected into brass or bronze pilot piping and fittings. c. Fixed flow restrictor, strainer, pressure gauges, and isolation valves.

2.14 PRESSURE RELIEF VALVES
A. ANSI Z21.22, AGA certified, bronze body, teflon seat, steel stem and springs, automatic, direct pressure actuated.

B. Temperature and Pressure:

1. ANSI Z21.22, AGA certified, bronze body, teflon seat, stainless steel stem and springs, automatic, direct pressure actuated, temperature relief maximum 210 degrees F, capacity ASME BPVC-IV certified and labelled.

2.15 STRAINERS
A. Size 2 inch and Smaller:

1. Threaded brass body for 175 psi CWP, Y pattern with 1/32 inch stainless steel perforated screen.

2. Class 150, threaded bronze body 300 psi CWP, Y pattern with 1/32 inch stainless steel perforated screen.

PART 3 EXECUTION

3.1 EXAMINATION
A. Verify that excavations are to required grade, dry, and not over-excavated.

3.2 PREPARATION
A. Ream pipe and tube ends. Remove burrs. Bevel plain end ferrous pipe.

B. Remove scale and dirt, on inside and outside, before assembly.

C. Prepare piping connections to equipment with flanges or unions.

3.3 INSTALLATION
A. Install in accordance with manufacturer's instructions.

B. Provide non-conducting dielectric connections wherever jointing dissimilar metals.

C. Route piping in orderly manner and maintain gradient. Route parallel and perpendicular to walls.

D. Install piping to maintain headroom, conserve space, and not interfere with use of space.

E. Group piping whenever practical at common elevations.

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PLUMBING PIPING 22 10 05 - 7
F. Install piping to allow for expansion and contraction without stressing pipe, joints, or connected equipment.

G. Provide clearance in hangers and from structure and other equipment for installation of insulation and access to valves and fittings.

H. Provide access where valves and fittings are not exposed.

I. Provide anodeless transition riser at gas piping transition from below grade to above grade.

J. All natural gas piping exposed to outdoors shall be primed and painted, color by architect.

K. All ABS and PVC pipe material exposed to outdoors shall be primed and painted, color by architect.

L. Prepare exposed, unfinished pipe, fittings, supports, and accessories for finish painting.

M. Install valves with stems upright or horizontal, not inverted. See Section 22 05 23.

N. Install water piping to ASME B31.9.

O. Copper Pipe and Tube: Make soldered joints in accordance with ASTM B828, using specified solder, and flux meeting ASTM B813; in potable water systems use flux also complying with NSF 61 and NSF 372.

P. Sleeve pipes passing through partitions, walls, and floors.

Q. Pipe Hangers and Supports:

1. Install in accordance with ASME B31.9.

2. Support horizontal piping as indicated.

3. Install hangers to provide minimum 1/2 inch space between finished covering and adjacent work.

4. Place hangers within 12 inches of each horizontal elbow.

5. Use hangers with 1-1/2 inch minimum vertical adjustment. Design hangers for pipe movement without disengagement of supported pipe.

6. Provide copper plated hangers and supports for copper piping.

7. Prime coat exposed steel hangers and supports. Hangers and supports located in crawl spaces, pipe shafts, and suspended ceiling spaces are not considered exposed.

8. Support cast iron drainage piping at every joint.

3.4 APPLICATION
A. Install unions downstream of valves and at equipment or apparatus connections.

B. Install brass male adapters each side of valves in copper piped system. Solder adapters to pipe.

C. Install gate valves for shut-off and to isolate equipment, part of systems, or vertical risers.

3.5 TOLERANCES
A. Drainage Piping: Establish invert elevations within 1/2 inch vertically of location indicated and slope to drain at minimum of 1/4 inch per foot slope.

B. Water Piping: Slope at minimum of 1/32 inch per foot and arrange to drain at low points.

3.6 DISINFECTION OF DOMESTIC WATER PIPING SYSTEM
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PLUMBING PIPING 22 10 05 - 8
A. Prior to starting work, verify system is complete, flushed, and clean.

B. Ensure acidity (pH) of water to be treated is between 7.4 and 7.6 by adding alkali (caustic soda or soda ash) or acid (hydrochloric).

C. Inject disinfectant, free chlorine in liquid, powder, tablet, or gas form throughout system to obtain 50 to 80 mg/L residual.

D. Bleed water from outlets to ensure distribution and test for disinfectant residual at minimum 15 percent of outlets.

E. Maintain disinfectant in system for 24 hours.

F. If final disinfectant residual tests less than 25 mg/L, repeat treatment.

G. Flush disinfectant from system until residual equal to that of incoming water or 1.0 mg/L.

H. Take samples no sooner than 24 hours after flushing, from 10 percent of outlets and from water entry, and analyze in accordance with AWWA C651.

3.7 SCHEDULES
A. Pipe Hanger Spacing:

1. Metal Piping:
a. Pipe Size: 1/2 inch to 1-1/4 inch:
1) Maximum Hanger Spacing: 6.5 ft.
2) Hanger Rod Diameter: 3/8 inches.
b. Pipe Size: 1-1/2 inch to 2 inch:
1) Maximum Hanger Spacing: 10 ft.
2) Hanger Rod Diameter: 3/8 inch.
c. Pipe Size: 2-1/2 inch to 3 inch:
1) Maximum Hanger Spacing: 10 ft.
2) Hanger Rod Diameter: 1/2 inch.
d. Pipe Size: 4 inch to 6 inch:
1) Maximum Hanger Spacing: 10 ft.
2) Hanger Rod Diameter: 5/8 inch.

END OF SECTION
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PLUMBING PIPING SPECIALTIES 22 10 06 - 1
SECTION 22 10 06

PLUMBING PIPING SPECIALTIES
PART 1 GENERAL

1.1 SECTION INCLUDES
A. Floor drains.

B. Cleanouts.

C. Water hammer arrestors.

D. Trap primers.

1.2 RELATED REQUIREMENTS
A. Refer to the General Conditions, Special Conditions and Division 1 General Requirements. The requirements of these sections apply to this section.

B. Section 22 10 05 - Plumbing Piping.

1.3 REFERENCE STANDARDS
A. ASME A112.6.3 - Floor and Trench Drains 2019.

B. ASSE 1019 - Performance Requirements for Wall Hydrant with Backflow Protection and Freeze Resistance 2011 (Reaffirmed 2016).

C. NSF 61 - Drinking Water System Components - Health Effects 2022, with Errata.

D. NSF 372 - Drinking Water System Components - Lead Content 2022.

E. PDI-WH 201 - Water Hammer Arresters 2017.

1.4 SUBMITTALS
A. See Division 1 specifications for submittal procedures.

B. Product Data: Provide component sizes, rough-in requirements, service sizes, and finishes.

C. Shop Drawings: Indicate dimensions, weights, and placement of openings and holes.

D. Project Record Documents: Record actual locations of equipment, cleanouts, water hammer arrestors.

E. Maintenance Data: Include installation instructions, spare parts lists, exploded assembly views.

1.5 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing the Products specified in this section with not less than three years documented experience.

1.6 REGULATORY REQUIREMENTS
A. Perform Work in accordance with State of California plumbing code.

C. Conform to applicable code for installation of backflow prevention devices.

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PLUMBING PIPING SPECIALTIES 22 10 06 - 2
D. Provide certificate of compliance from authority having jurisdiction indicating approval of installation of backflow prevention devices.

1.7 DELIVERY, STORAGE, AND HANDLING
A. Accept specialties on site in original factory packaging. Inspect for damage.

PART 2 PRODUCTS

2.1 GENERAL REQUIREMENTS
A. Specialties in Potable Water Supply Systems: Provide products that comply with NSF 61 and NSF 372 for maximum lead content.

2.2 REFER TO PLUMBING SCHEDULE FOR PLUMBING PIPING SPECIALTIES NOT LISTED HEREIN.

2.3 DRAINS
A. Manufacturers:

1. Josam Company: www.josam.com/#sle.

2. MIFAB, Inc: www.mifab.com/#sle.

3. Jay R. Smith Manufacturing Company.

4. Zurn Industries, LLC: www.zurn.com/#sle.

B. Downspout Nozzles:

1. Bronze round with straight bottom section. Zurn Z-199.

C. Floor Drain (FD):

1. ASME A112.6.3; lacquered cast iron or stainless steel, two piece body with double drainage flange, weep holes, reversible clamping collar, and round, adjustable nickel-bronze strainer.

2. Provide accessories suitable for wood raised floor installation.

D. Floor Sink (FS):

1. Lacquered cast iron body with white acid resisting porcelain interior and top complete with aluminum anti-splash bottom dome strainer, square slotted medium duty half grate, anchor and seepage flange.

2.4 CLEANOUTS
A. Manufacturers:

1. Jay R. Smith Manufacturing Company: www.jayrsmith.com/#sle.

2. Josam Company: www.josam.com/#sle.

3. Zurn Industries, LLC: www.zurn.com/#sle.

B. Cleanouts at Exterior Surfaced Areas:

1. Round cast nickel bronze access frame and non-skid cover.

C. Cleanouts at Exterior Unsurfaced Areas:

1. Line type with lacquered cast iron body and round epoxy coated gasketed cover.

D. Cleanouts at Interior Finished Floor Areas :

1. Lacquered cast iron body with anchor flange, reversible clamping collar, threaded top assembly, and nickel bronze round gasketed scored cover in service areas and Not for Construction
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PLUMBING PIPING SPECIALTIES 22 10 06 - 3
round or square nickel bronze gasketed depressed cover to accept floor finish in finished floor areas. Zurn ZN-1400.

E. Cleanouts at Interior Finished Wall Areas:

1. Line type with lacquered cast iron body and round epoxy coated gasketed cover, and round stainless steel access cover secured with machine screw. Zurn Z-1441 or Z-1443.

F. Cleanouts in concealed aboveground cast iron soil or waste lines: Zurn Z-1440A with raised head ABS plastic plug.

2.5 TRAP PRIMERS
A. Provide trap primers, 1/2 inch size, where indicated on drawings. Provide with built-in air gap and install 1/2" shutoff valve. PVC housings are not acceptable. Install trap primer line with 1/4" per foot slope to insure full drainage to floor drain or floor sink. Install tap primer behind wall with access door.

B. Provide a distribution unit with feeder piping for a maximum of four (4) traps where multiple traps are serviced by a single trap primer.

PART 3 EXECUTION

3.1 INSTALLATION
A. Install in accordance with manufacturer's instructions.

B. Extend cleanouts to finished floor or wall surface as indicated on plans. Lubricate threaded cleanout plugs with mixture of graphite and linseed oil. Ensure clearance at cleanout for rodding of drainage system.

C. Encase exterior cleanouts in concrete flush with grade.

D. Install cleanouts in all horizontal soil and waste piping at 100 feet maximum spacing inside building, 100 feet maximum spacing outside building, at every 135 degree change of direction and where shown on Drawings.

E. Install two way cleanout in building drain (waste line leaving the building) just outside of the building.

F. Install cleanouts in waste drops from each urinal and sink.

G. Install cleanouts in rain water (storm drain) drops 18 inches above finished floor. For concealed rainwater drops extend cleanout to building exterior for access.

H. Install floor cleanouts at elevation to accommodate finished floor.

I. Pipe relief from backflow preventer to nearest drain.

J. Install water hammer arrestors complete with accessible isolation valve on hot and cold water supply piping to lavatoriessinks and washing machine outletswater closets and as shown on plans.

END OF SECTION
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PLUMBING EQUIPMENT 22 30 00 - 1
SECTION 22 30 00

PLUMBING EQUIPMENT
PART 1 GENERAL

1.1 SECTION INCLUDES
A. Tankless gas-fired water heaters.

B. Commercial electric water heaters.

C. Expansion Tanks.

1.2 RELATED REQUIREMENTS
A. Refer to the General Conditions, Special Conditions and Division 1 General Requirements. The requirements of these sections apply to this section.

B. Section 018114 Sustainable Design Requirements (CHPS).

C. Section 019113 General Commisioning Requirements.

1.3 REFERENCE STANDARDS
A. ANSI Z21.10.1 - Gas Water Heaters, Volume I, Storage Water Heaters with Input Ratings of 75,000 Btu Per Hour or Less 2019, with Errata (2020).

B. ANSI Z21.10.3 - Gas-Fired Water Heaters, Volume III, Storage Water Heaters with Input Ratings Above 75,000 Btu Per Hour, Circulating and Instantaneous 2019.

C. ASHRAE Std 90.1 I-P - Energy Standard for Buildings Except Low-Rise Residential Buildings Most Recent Edition Adopted by Authority Having Jurisdiction, Including All Applicable Amendments and Supplements.

D. ASME BPVC-VIII-1 - Boiler and Pressure Vessel Code, Section VIII, Division 1:

Rules for Construction of Pressure Vessels 2023.

E. NFPA 70 - National Electrical Code Most Recent Edition Adopted by Authority Having Jurisdiction, Including All Applicable Amendments and Supplements.

F. UL 778 - Standard for Motor-Operated Water Pumps Current Edition, Including All Revisions.

G. UL 1453 - Standard for Electric Booster and Commercial Storage Tank Water Heaters Current Edition, Including All Revisions.

1.4 SUBMITTALS
A. See Division 1 specifications for submittal procedures.

B. Product Data:

1. Provide dimension drawings of water heaters indicating components and connections to other equipment and piping.

2. Indicate pump type, capacity, power requirements.

3. Provide certified pump curves showing pump performance characteristics with pump and system operating point plotted. Include NPSH curve when applicable.

4. Provide electrical characteristics and connection requirements.

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PLUMBING EQUIPMENT 22 30 00 - 2
C. Operation and Maintenance Data: Include operation, maintenance, and inspection data, replacement part numbers and availability, and service depot location and telephone number.

D. Warranty Documentation: Submit manufacturer warranty and ensure that forms have been completed in Owner's name and registered with manufacturer.

1.5 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing the type of products specified in this section, with minimum three years of documented experience.

B. Identification: Provide pumps with manufacturer's name, model number, and rating/capacity identified by permanently attached label.

1.6 DELIVERY, STORAGE, AND HANDLING
A. Provide temporary inlet and outlet caps. Maintain caps in place until installation.

1.7 WARRANTY
A. See Section 01700 - Contract Closeout, for additional warranty requirements.

B. Provide five year manufacturer warranty for domestic water heaters.

PART 2 PRODUCTS

2.1 WATER HEATERS
A. Tankless Gas-Fired Water Heaters:

1. Manufacturers:
a. Bradford White Corporation; _____: www.bradfordwhite.com/#sle. b. AO Smith.

2. Minimum Efficiency Required: ASHRAE Std 90.1 I-P.

3. Water Inlet Pressure: From 30 psi to 150 psi.

4. Supply Gas Type: Natural gas.

5. Heater Type: Self-contained, wall-mounted unit capable of handling listed capacity, air intake valve, condensate solenoid drain valve, water-inlet strainer, removable thermally-insulated front panel, blower access cover, and threaded water, gas, and condensate pipe-end connections.

6. Burner-Heat Exchanger: 316L stainless steel assembly with single flue passage, flue baffle, and draft hood; thermally insulated and encased in corrosion-resistant steel jacket; baked-on enamel finish.

7. Safeties: Provide internal safeties for vent side, water flow, flame detection, fan speed, electrical load, and thermal load.

8. Controls: Color touchscreen interface for internal controls and built-in gas pressure regulator; temperature range adjustable from 100 to 185 degrees F using safety pilot and thermocouple.

B. Commercial Electric Water Heaters:

1. Manufacturers:
a. Bradford White Corporation: www.bradfordwhite.com/#sle. b. A.O. Smith Water Products Co<>: www.hotwater.com/#sle.. c. State Water Heaters: www.statewaterheaters.com.

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PLUMBING EQUIPMENT 22 30 00 - 3

2. Type: Factory-assembled and wired, electric, vertical storage.

3. Minimum Efficiency Required: ASHRAE Std 90.1 I-P.

4. Tank: Glass lined welded steel; 4 inch diameter inspection port, thermally insulated with minimum 2 inches foam plastic encased in corrosion-resistant steel jacket; baked-on enamel finish.

5. Accessories:
a. Water Connections: Brass.
b. Dip Tube: Brass.
c. Drain valve.
d. Anode: Magnesium.
e. Temperature and Pressure Relief Valve: ASME labeled.

6. Heating Elements: Flange-mounted immersion elements; individual elements sheathed with Incoloy corrosion-resistant metal alloy, rated less than 75 W/sq in.

2.2 EXPANSION TANK
A. Manufacturers:

1. Amtrol Inc: www.amtrol.com/#sle.

2. Bell & Gossett, a xylem brand: www.bellgossett.com/#sle.

3. Taco, Inc: www.tacocomfort.com/#sle.

B. Construction: Welded steel, tested and stamped in accordance with ASME BPVCVIII-1; supplied with National Board Form U-1, rated for working pressure of 125 psig, with flexible EPDM diaphragm sealed into tank, and steel legs or saddles.

C. Accessories: Pressure gauge and air-charging fitting, tank drain; precharge to 38 psig.

PART 3 EXECUTION

3.1 INSTALLATION
A. Install plumbing equipment in accordance with manufacturer's instructions, as required by code, and complying with conditions of certification, if any.

B. Coordinate with plumbing piping and related fuel piping, gas venting, and electrical work to achieve operating system.

C. Provide and install CPVC piping for combustion air intake and flue for gas fired water heaters where scheduled and as shown on the drawings. Install in accordance with manufacturer's installation instructions.

END OF SECTION
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PLUMBING FIXTURES 22 40 00 - 1
SECTION 22 40 00

PLUMBING FIXTURES
PART 1 GENERAL

1.1 SECTION INCLUDES
A. Flush valve water closets.

B. Wall hung urinals.

C. Lavatories.

D. Sinks.

E. Indoor drinking fountains.

F. Service sinks.

1.2 RELATED REQUIREMENTS
A. Refer to the General Conditions, Special Conditions and Division 1 General Requirements. The requirements of these sections apply to this section.

B. Section 22 10 05 - Plumbing Piping.

C. Section 22 10 06 - Plumbing Piping Specialties.

1.3 REFERENCE STANDARDS
A. ASHRAE Std 18 - Methods of Testing for Rating Drinking-Water Coolers with SelfContained Mechanical Refrigeration 2008 (Reaffirmed 2013).

B. ASME A112.6.1M - Floor-Affixed Supports for Off-the-Floor Plumbing Fixtures for Public Use 1997 (Reaffirmed 2017).

C. ASME A112.18.1 - Plumbing Supply Fittings 2018, with Errata.

D. ASME A112.19.2 - Ceramic Plumbing Fixtures 2018, with Errata.

E. ASME A112.19.5 - Flush Valves and Spuds for Water Closets, Urinals, and Tanks 2022.

F. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials 2023b.

G. NSF 61 - Drinking Water System Components - Health Effects 2022, with Errata.

H. NSF 372 - Drinking Water System Components - Lead Content 2022.

1.4 SUBMITTALS
A. See Division 1 specifications for submittal procedures.

B. Product Data: Provide catalog illustrations of fixtures, sizes, rough-in dimensions, utility sizes, trim, and finishes.

C. Maintenance Data: Include fixture trim exploded view and replacement parts lists.

D. Warranty: Submit manufacturer warranty and ensure forms have been completed in Owner's name and registered with manufacturer.

1.5 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing the type of products specified in this section, with minimum three years of documented experience.

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City of Roseville
PLUMBING FIXTURES 22 40 00 - 2

1.6 REGULATORY REQUIREMENTS
A. Perform Work in accordance with State of California plumbing code.

C. Conform to applicable code for installation of backflow prevention devices.

1.7 DELIVERY, STORAGE, AND HANDLING
A. Accept fixtures on-site in factory packaging. Inspect for damage.

B. Protect installed fixtures from damage by securing areas and by leaving factory packaging in place to protect fixtures and prevent use.

1.8 WARRANTY
A. See Section 01700 - Contract Closeout, for additional warranty requirements.

B. Provide five year manufacturer warranty for electric water cooler.

PART 2 PRODUCTS

2.1 GENERAL REQUIREMENTS
A. Potable Water Systems: Provide plumbing fittings and faucets that comply with NSF 61 and NSF 372 for maximum lead content; label pipe and fittings.

2.2 GENERAL REQUIREMENTS:

A. Refer to Architectural drawings for exact locations, fixture mounting heights and ADA accessibility requirements.

B. Insulate domestic hot water, tempered water and waste piping below handicapped plumbing fixtures with molded single piece removable insulation covers, foam, fire resistant, Truebro, or equal. Install insulation covers in accordance with ADA requirements.

C. Provide 85% IPS red brass pipe for each connection to faucets, stops, hose bibs, and other fixtures/trim. Securely anchor brass pipe to structure. Install stop valves on water supply lines for each fixture, except hose bibbs.

D. Provide compression shutoff control stop valves with IPS inlets and threaded brass nipples at pipe connection on water supplies to each fixture. Provide stops with lock shield loose key and key handle for each stop. For combination fixtures, provide with compression stop and IPS inlet on each water supply fitting.

E. Provide cast brass escutcheons, except escutcheons exposed to view shall have chrome plated finish.

F. Provide chromium-plated finish on fittings and accessories exposed to view.

G. Fixture fittings and trim: Conform to ASME A112.18.1M and ASME A112.19.5, as applicable.

H. Centerset faucets: Top-mounted with inlets on not greater than 4 inch centers, unless specified otherwise below.

I. Separate faucets and combination supply fittings: Provide inlets on 8 inch centers.

J. Zinc-alloy or plastic handles are not permitted for faucets and valves.

Not for Construction
For Council Approval
Johnson Pool Phase II Project #23022
City of Roseville
PLUMBING FIXTURES 22 40 00 - 3
K. Provide special roughing-in for wheelchair fixtures.

L. Lavatory flow rates not to exceed 0.5 GPM.

M. Water closet flush flow rates not to exceed 1.28 GPF.

N. Urinal flush flow rates not to exceed 0.125 GPF.

O. Provide water hammer arrestors at end of pipe runs to two or more fixtures, properly sized with sufficient displacement volume to dissipate calculated energy in the piping systems. Locate in accessible location or provide access panel with location approved by Architect.

P. Fixture dimensions specified are nominal.

2.3 SEE PLUMBING SCHEDULE FOR FIXTURE REQUIREMENTS.

PART 3 EXECUTION

3.1 EXAMINATION
A. Verify that walls and floor finishes are prepared and ready for installation of fixtures.

B. Confirm that millwork is constructed with adequate provision for the installation of counter top lavatories and sinks.

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. Install each fixture with trap, easily removable for servicing and cleaning.

B. Provide chrome-plated rigid or flexible supplies to fixtures with loose key stops, reducers, and escutcheons.

C. Install components level and plumb.

D. Install and secure fixtures in place with wall carriers and bolts.

E. Solidly attach water closets to floor with lag screws. Lead flashing is not intended to hold fixture in place.

3.4 ADJUSTING
A. Adjust stops or valves for intended water flow rate to fixtures without splashing, noise, or overflow.

3.5 CLEANING
A. Clean plumbing fixtures and equipment.

END OF SECTION
Not for Construction
For Council Approval
Johnson Pool Phase II Project #23022
City of Roseville
MECHANICAL GENERAL PROVISIONS 23 05 10 - 1
SECTION 23 05 10

MECHANICAL GENERAL PROVISIONS
PART 1 GENERAL

1.1 SECTION INCLUDES
A. References.

B. Description of Work.

C. Drawings and Specifications.

D. Industry Standards and Codes.

E. Site Examination.

F. Permits, Fees and Utility Connections.

G. Coordination of Work.

H. Progress of Work.

I. Submittals
J. Operation and Maintenance Manuals.

K. Project Record Documents.

L. Warranty.

M. Quality and Care
N. Access Doors.

O. Starting Equipment and Systems.

1.2 RELATED SECTIONS
A. The Drawings and General Provisions of the Contract, including the General Conditions, Special Conditions and Division 1 General Requirements apply to this section.

C. The requirements of this Section apply to all Work of Division 23.

1.3 REFERENCES
A. ANSI - American National Standards Institute.

B. ASTM - American Society for Testing Materials.

C. CEC - California Electric Code.

D. NEMA - National Electric Manufacturers' Association.

E. NFPA - National Fire Protection Association.

F. OSHA - Occupational Safety and Health Act.

G. UL - Underwriters' Laboratories.

H. See detailed References that are listed in individual sections.

1.4 DESCRIPTION OF WORK
A. The work included in this division of the specifications consists of furnishing labor, tools, equipment, supplies and materials, unless otherwise specified, and in performing Not for Construction
For Council Approval
Johnson Pool Phase II Project #23022
City of Roseville
MECHANICAL GENERAL PROVISIONS 23 05 10 - 2
operations necessary for the installation of the complete Mechanical System as required by these specifications or shown on the Drawings, subject to the terms and conditions of the Contract Agreement.

B. The work shall also include the completion of details of mechanical work not mentioned or shown which are necessary for the successful operation of mechanical systems described on the drawings or required by these specifications. Furnish and install any incidental work not shown or specified which is required to provide a complete and operational system.

1.5 DRAWINGS AND SPECIFICATIONS
A. Drawings are schematic and diagrammatic. Drawings indicate the general arrangement of equipment, piping, ductwork and other mechanical work. Use judgement and care to install mechanical work to fit the job conditions within the building construction and finishes, and to function properly.

C. The drawings and specifications are complimentary each to the other. What is required by one shall be as binding as if called for by both.

D. Examine all drawings and specifications prior to bidding the Work. Report any discrepancies to the Engineer.

1. California Building Code, 2022.

2. California Mechanical Code, 2022.

3. California Plumbing Code, 2022.

4. California Electrical Code, 2022.

5. National Fire Protection Association.

6. California Fire Code, 2022.

7. California State Fire Marshal.

8. Occupational Safety and Health Administration, including CAL-OSHA.

9. California Energy Code, 2022.

10. California Green Building Standards Code, 2022.

11. State of California Code of Regulations, Title 24.

12. Other applicable state laws.

C. Nothing in the Drawings or Specifications shall be construed to permit work that does not conform these codes. When Contract Documents differ from governing codes, Not for Construction
For Council Approval
Johnson Pool Phase II Project #23022
City of Roseville
MECHANICAL GENERAL PROVISIONS 23 05 10 - 3
furnish and install to the higher standard required at no extra charge. The Contract Documents are not intended to repeat the code requirements except where necessary for clarity.

D. No material or product installed as a part of the Work shall contain asbestos in any form.

1.8 PERMITS, FEES AND UTILITY SERVICES
A. Contractor shall pay for and obtain all permits and service required in the installation of this work.

B. Contractor shall arrange for all required inspections and will secure approvals from authorities having jurisdiction.

C. Arrange mechanical work in a neat, well-organized manner with the piping, conduit, and similar services running parallel and/or perpendicular to primary lines of the building construction. Locate operating and control equipment properly to provide easy access, and arrange entire mechanical work with adequate access for operation and maintenance.

D. Verify the location of all equipment, and devices, etc. and if interference develops, the Owner/Engineer's decision will be final and no additional compensation will be allowed for the moving of misplaced air devices or equipment.

1.10 PROGRESS OF WORK
A. This Contractor shall organize his work so that the progress of the mechanical work will conform to the progress of the other trades, and shall complete the entire installation as soon as the conditions of the building will permit. Any cost resulting from defective or ill timed work performed under this section shall be borne by this Contractor.

1.11 STRUCTURAL DESIGN REQUIREMENTS AND SEISMIC RESTRAINTS Not for Construction
For Council Approval
Johnson Pool Phase II Project #23022
City of Roseville
MECHANICAL GENERAL PROVISIONS 23 05 10 - 4
A. Mechanical systems and equipment shall be anchored and seismically braced in accordance with all applicable codes and industry standards.

B. Mechanical systems and equipment shall include, but are not limited to, all piping, heating and ventilating equipment, electrical and control panels, conduits and other components.

1.12 SUBMITTALS
A. See Section 013300 - Submittal Procedures, for additional submittal procedures.

C. Shop Drawing Submittals: Prepared specifically for this Project.

E. Indicate utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances.

F. Furnish, upon request, installation instructions for all equipment and materials to Inspector of Record prior to installation.

G. Maintain a copy of the fire and smoke damper installation instructions on site for use by the Inspector of Record.