221319.13 Sanitary Drains.doc

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UTES 2 BAY Addition: Pre-Engineered Metal Building with 30 Ton Crane
Solicitation number
W91364-23-B-0002
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About this file

This solicitation package includes a federal contract opportunity and related technical specifications for sanitary drainage systems. The contract opportunity is an invitation for bid for project number 390321 at Camp James A. Garfield Joint Military Training Center in Ravenna, Ohio. The project scope involves constructing an approximately 6,480 square foot addition with two drive-through work bays to an existing Unit Training Equipment Site vehicle maintenance facility. The addition will be a pre-engineered metal building with exterior metal roof and wall panels to match the existing facility. The solicitation also includes nine options. Bids are due by the date and time specified in block 13 and must remain valid for 90 calendar days. Interested offerors must register in the System for Award Management to be eligible. The technical specifications provide requirements for various sanitary drainage systems to be installed as part of the project, including floor drains, channel drainage systems, and installation instructions.

The key information summarized includes the type of federal contract opportunity, scope of work, response deadline, and an overview of the technical requirements for sanitary drainage systems to be provided.

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Text version

CJAG JMTC UTES TWO BAY ADDITION

OHIO ARMY NATIONAL GUARD

PN# 390321

Copyright 2018 by The American Institute of Architects (AIA)

Exclusively published and distributed by Deltek Inc for the AIA

SECTION 221319.13 - SANITARY DRAINS

Revise this Section by deleting and inserting text to meet Project-specific requirements.

Verify that Section titles referenced in this Section are correct for this Project's Specifications; Section titles may have changed.

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Floor drains.

2. Channel drainage systems.

1.2 DEFINITIONS

Retain terms that remain after this Section has been edited for a project.

A. ABS: Acrylonitrile-butadiene styrene.

B. FRP: Fiberglass-reinforced plastic.

C. HDPE: High-density polyethylene.

D. PE: Polyethylene.

E. PP: Polypropylene.

F. PVC: Polyvinyl chloride.

1.3 ACTION SUBMITTALS

A. Product Data: For each type of product.

PART 2 - PRODUCTS

Manufacturers and products listed in this Section are neither recommended nor endorsed by the AIA or Deltek. Before selecting manufacturers and products, verify availability, suitability for intended applications, and compliance with minimum performance requirements. For definitions of terms and requirements for Contractor's product selection, see Section 016000 "Product Requirements."

Product options commonly available from manufacturers are included in square brackets throughout the Section Text. Not every manufacturer listed can provide every option offered; verify availability with manufacturers. For definitions of terms and requirements for Contractor's product selection, see Section 016000 "Product Requirements."

2.1 DRAIN ASSEMBLIES

A. Sanitary drains shall bear label, stamp, or other markings of specified testing agency.

2.2 FLOOR DRAINS

Copy paragraphs below and re-edit for each product.

Insert drawing designation for each product required. Use these designations on Drawings to identify each product.

A. Cast-Iron Floor Drains P-9:

Retain "Basis-of-Design Product" Subparagraph and list of manufacturers below to require a specific product or a comparable product from manufacturers listed.

Retain model 2005-A option for round-top or model 2005-B for square-top floor or shower drains.

Retain model 2005-69 option for round shower drains with adjustable height and heavy-duty grating.

Retain model 2005-TT option for round floor or shower drains with tilt-top and adjustable height.

Retain model 2015 option for round or square floor or shower drains with adjustable height.

Retain model 2120 option for heavy-duty 8.5-inch round drains with tractor grate.

Retain model 2141 option for heavy duty 12-inch round drains with tractor grate.

Retain model 2320 option for medium duty 8.5-inch round drains with tractor grate and adjustable height.

Retain model 2500 option for flushing-type laboratory and institutional floor drains.

Retain model 2505 option for flushing-type laboratory and institutional floor drains with integral trap.

Retain model 2624 for parking deck drains.

1. Standard: ASME A112.6.3.

2. Pattern: Floor drain.

3. Body Material: Gray iron.

4. Accessories:

Retain any of 17 subparagraphs below to conform to Project design.

a. Seepage Flange.

b. Anchor Flange.

c. Clamping Device.

d. Outlet: Bottom.

e. Sediment Bucket.

f. Top or Strainer Material: Gray iron.

g. Top of Body and Strainer Finish: Ductile iron.

h. Top Shape: Round.

i. Dimensions of Top or Strainer: 8.5” drain body with 8” grate.

j. Top Loading Classification: Heavy duty.

k. Inlet Fitting: Gray iron, with threaded inlet and threaded or spigot outlet, and trap-seal primer valve connection.

l. Trap Material: Cast iron.

m. Trap Pattern: Standard P-trap.

n. Trap Features: prove trap insert Copy paragraph below and re-edit for each product.

Insert drawing designation for each product required. Use these designations on Drawings to identify each product.

2.3 CHANNEL DRAINAGE SYSTEMS

Copy paragraphs below and re-edit for each product.

Insert drawing designation for each product required. Use these designations on Drawings to identify each product.

Retain first paragraph and related subparagraphs below for channel drains required to comply with ASME A112.3.1.

Retain first paragraph and related subparagraphs below for channel drains not required to comply with ASME A112.3.1.

A. Narrow, Level-Invert, Polymer-Concrete Channel Drainage Systems: P-2 Retain "Basis-of-Design Product" Subparagraph and list of manufacturers below to require a specific product or a comparable product from manufacturers listed.

Retain model 9878 option for 10-inch-wide polymer concrete trench drain.

Retain model 9895 option for 6-inch-wide polymer concrete trench drain.

1. Description: Modular system of channel sections, grates, and appurtenances; designed so grates fit into channel recesses without rocking or rattling.

Indicate locations and lengths of covers on Drawings.

2. Channel Sections: Narrow, interlocking-joint, precast, polymer-concrete modular units with end caps.

a. Include rounded bottom, with level invert and with NPS 4 outlets in number and locations indicated.

b. Dimensions: 5-inch inside width and 9-3/4 inches deep. Include number of units required to form total lengths indicated.

1) Frame:Gray-iron grates] .

3. Grates: Manufacturer's designation "heavy duty," with slots or perforations, and of width and thickness that fit recesses in channel sections.

a. Material: Ductile iron.

b. Locking Mechanism: Manufacturer's standard device for securing grates to channel sections.

Indicate locations and lengths of covers on Drawings.

4. Covers: Solid ductile or gray iron, of width and thickness that fit recesses in channel sections, and of lengths indicated.

5. Supports, Anchors, and Setting Devices: Manufacturer's standard, unless otherwise indicated.

6. Channel-Section Joining and Fastening Materials: As recommended by system manufacturer.

Indicate locations and lengths of covers on Drawings.

B. Wide, Level-Invert, Polymer-Concrete Channel Drainage Systems P-1.

Retain "Basis-of-Design Product" Subparagraph and list of manufacturers below to require a specific 14-inch, polymer concrete trench drain product or a comparable product from manufacturers listed.

1. Description: Modular system of channel sections, grates, and appurtenances; designed so grates fit into channel recesses without rocking or rattling.

2. Channel Sections: Wide, interlocking-joint, precast, polymer-concrete modular units with end caps.

a. Include flat or rounded bottom, with level invert and with outlets in number, sizes, and locations indicated.

b. Dimensions: 14-inch inside width and 16-3/4 inches deep. Include number of units required to form total lengths indicated.

1) Frame: Gray-iron for grates.

3. Grates: Manufacturer's designation "Extra heavy duty," with slots or perforations, and of width and thickness that fit recesses in channel sections.

a. Material: Ductile iron.

b. Locking Mechanism: Manufacturer's standard device for securing grates to channel sections.

Indicate locations and lengths of covers on Drawings.

4. Covers: Solid ductile iron, of width and thickness that fit recesses in channel sections, and of lengths indicated.

5. Supports, Anchors, and Setting Devices: Manufacturer's standard, unless otherwise indicated.

6. Channel-Section Joining and Fastening Materials: As recommended by system manufacturer.

PART 3 - EXECUTION

3.1 INSTALLATION

In this article, retain only those sanitary piping specialties that are specified in Part 2. Additional instructions may be required for special applications. Indicate locations of specialties in plans, details, and schematics on Drawings.

A. Install floor drains at low points of surface areas to be drained. Set grates of drains flush with finished floor, unless otherwise indicated.

Coordinate first three subparagraphs below with Drawings.

1. Position floor drains for easy access and maintenance.

2. Set floor drains below elevation of surrounding finished floor to allow floor drainage.

3. Set with grates depressed in accordance with the following drainage area radii:

a. Radius, 30 Inches or Less: Equivalent to 1 percent slope, but not less than 1/4-inch total depression.

b. Radius, 30 to 60 Inches: Equivalent to 1 percent slope.

c. Radius, 60 Inches or Larger: Equivalent to 1 percent slope, but not greater than 1-inch total depression.

Coordinate first subparagraph below with Drawings.

4. Install floor-drain flashing collar or flange, so no leakage occurs between drain and adjoining flooring.

a. Maintain integrity of waterproof membranes where penetrated.

5. Install individual traps for floor drains connected to sanitary building drain, unless otherwise indicated.

B. Install trench drains at low points of surface areas to be drained.

1. Set grates of drains flush with finished surface, unless otherwise indicated.

Retain first paragraph below if stainless steel channel drains complying with ASME A112.3.1 are required.

2. Install on support devices, so that top will be flush with adjacent surface.

C. Install FRP channel drainage system components on support devices, so that top will be flush with adjacent surface.

D. Install plastic channel drainage system components on support devices, so that top will be flush with adjacent surface.

3.2 CONNECTIONS

Coordinate piping installations and specialty arrangements with schematics on Drawings and with requirements specified in piping systems. If Drawings are explicit enough, these requirements may be reduced or omitted.

A. Comply with requirements in Section 221316 "Sanitary Waste and Vent Piping" for piping installation requirements. Drawings indicate general arrangement of piping, fittings, and specialties.

B. Comply with requirements in Section 221319 "Sanitary Waste Piping Specialties" for backwater valves, air admittance devices and miscellaneous sanitary drainage piping specialties.

C. Comply with requirements in Section 221323 "Sanitary Waste Interceptors" for grease interceptors, grease-removal devices, oil interceptors, sand interceptors, and solid interceptors.

D. Install piping adjacent to equipment to allow service and maintenance.

E. Ground equipment in accordance with Section 260526 "Grounding and Bonding for Electrical Systems."

F. Connect wiring in accordance with Section 260519 "Low-Voltage Electrical Power Conductors and Cables."

3.3 LABELING AND IDENTIFYING

A. Distinguish among multiple units, inform operator of operational requirements, indicate safety and emergency precautions, and warn of hazards and improper operations, in addition to identifying unit. Nameplates and signs are specified in Section 220553 "Identification for Plumbing Piping and Equipment."

3.4 PROTECTION

A. Protect drains during remainder of construction period to avoid clogging with dirt or debris and to prevent damage from traffic or construction work.

B. Place plugs in ends of uncompleted piping at end of each day or when work stops.

END OF SECTION 221319.13

SANITARY DRAINS
221319.13 - 1

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