Utah ARNG Camp Williams Ammo Storage Point - 95 Design Submittal PDF PKG - 7-28-09.pdf

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134-41048 Utah ARNG, Camp Williams, Utah Ammo Storage Point 2009 -

RESILIENT BASE (RB)

09678 - 1

2007/08/06 1

SECTION 09678 2

RESILIENT BASE (RB) 3

PART 1 - GENERAL 4

1.1 QUALITY ASSURANCE 5

A. Resilient Base (RB): 6

1. Reference Standard: ASTM-F1861. 7

a. Thermoplastic Rubber: Type TP per ASTM-F1861. 8

B. Fire and Smoke Rating (RB): 9

1. Critical Radiant Flux, per ASTM-E648 / NFPA 253: 10

a. Class I, not less than 0.45 W/cm2. 11

2. Smoke Developed: 450 or less per ASTM-E662 / NFPA 258. 12

3. ASTM-E84 flame spread: 13

a. Maximum, 75; smoke developed: 14

1) Maximum, 250. 15

1.2 SUBMITTALS 16

A. Samples: 17

1. Resilient Base: 18

a. Three (3) samples of material and color selected for verification. 19

b. Field-fabricated corners: 20

1) Construct sample base inside and outside corner: 21

a) Include minimum 4 FT straight base each direction from corner. 22

b) If not acceptable construct additional corners. 23

(1) Stress whitening and cracking will not be acceptable. 24

(2) Color and height variation will not be acceptable. 25

c) Sample corners constitute standard of quality for actual construction. 26

d) Maintain sample corners during construction. 27

e) Remove when directed. 28

f) Sample corners may be built into permanent construction provided sample 29 area is readily identifiable during construction. 30

g) Do not proceed with base installation until sample corners are approved by 31

Contracting Officer. 32

B. Contract Closeout Information: 33

1. Warranty. 34

2. Maintenance data. 35

3. Letter stating extra material has been delivered. 36

4. Interior finish fire performance data: 37

a. Provide for each finish material and type specified: 38

1) Manufacturer's printed information including: 39

a) Fire class. 40

b) NFPA test number. 41

c) Photograph. 42

2) Proof of purchase. 43

3) See Section 01735. 44

1.3 PRODUCT DELIVERY, STORAGE AND HANDLING 45

A. Deliver materials in manufacturer's unopened containers indicating name, brand, color and 46 pattern. 47

09678 - 2

B. Store at minimum 70 degF for 72 hours before installation. 1

1.4 JOB CONDITIONS 2

A. Maintain work spaces at 65-85 degF with maximum 75 percent humidity 72 hours prior, during, 3 and after installation. 4

B. Protect adjacent work from damage. 5

C. Install after wall finishes. 6

D. Install prior to carpet and acoustical material. 7

E. Schedule installation to minimize accumulation of air contaminants that cannot be removed prior 8 to occupancy. 9

F. Air out construction with 100 percent outside air. 10

1. Do not recirculate prior to occupancy. 11

2. Ventilate during installation. Seal return air ducts and use direct exhaust to outdoors. 12

1.5 WARRANTY 13

A. Remove and replace defective areas to satisfaction of Contracting Officer at no additional 14 expense to Government. 15

PART 2 - PRODUCTS 16

2.1 MATERIALS 17

A. Acceptable manufacturers: 18

1. Resilient base (RB): 19

a. Base: 20

1) Armstrong World Industries. 21

b. Optional: 22

1) BurkeMercer. 23

2) Azrock. 24

3) Endura. 25

4) Johnsonite. 26

5) Roppe. 27

6) VPI Floor Products. 28

2. Other manufacturers desiring approval comply with Division 1. 29

B. Resilient base (RB): 30

1. Rubber top set, coved type. 31

2. 1/8 x 4 IN, 1/4 IN wide at bottom. 32

3. Field formed external and internal corners. 33

4. Provide continuous rolls, minimum 95 FT long. 34

C. Resilient Base (RB) at carpet: 35

1. Rubber top set, straight type. 36

2. 1/8 x 4 IN. 37

3. Field formed external and internal corners. 38

4. Provide continuous rolls, minimum 95 FT long. 39

D. Leveling compound: As recommended by manufacturer, compatible with adhesives. 40

E. Adhesives and primers: 41

1. As recommended by manufacturer. 42

2. Comply with EPA VOC regulations. 43

09678 - 3

2.2 EXTRA MATERIAL 1

A. 20 LF of each color and type of base for maintenance. 2

PART 3 - EXECUTION 3

3.1 INSPECTION 4

A. Verify that substrates are clean, free from moisture, or materials which may affect adhesion. 5

B. Carefully examine surfaces for defects and irregularities. 6

C. Installation constitutes acceptance of surfaces. 7

3.2 PREPARATION 8

A. Fill cracks, joints, etc., with water resistant non-crumbling patching compound. 9

B. Trowel to smooth and proper level. 10

3.3 INSTALLATION 11

A. Do not start work until work of other trades has been completed. 12

B. Coordinate with floor and wall work. 13

C. Apply primer and adhesive as recommended by manufacturer. 14

D. Install base after wall material has dried out thoroughly. 15

1. Provide base at intersections of floor and vertical surfaces in areas scheduled to receive 16 base, where intersection is exposed to view. 17

2. Set base straight and true. 18

3. Fit base neatly into breaks and recesses. 19

4. Install corners as recommended by manufacturer. 20

5. Scribe to trim at doors and door frames. 21

6. Make joints tight. 22

7. Install with top and bottom edges in firm contact with wall and floor. 23

3.4 CLEANING 24

A. Immediately after application and rolling remove surplus adhesive. 25

B. When materials have sufficiently seated, clean in accordance with manufacturer's 26 recommendations. 27

C. Leave smooth and clean. 28

END OF SECTION 29

09678 - 4

QUALITY REQUIREMENTS 01400 - 1

SECTION 01400 - QUALITY

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes administrative and procedural requirements for quality assurance and quality control.

B. Testing and inspecting services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements.

1. Specific quality-control requirements for individual construction activities are specified in the

Sections that specify those activities. Requirements in those Sections may also cover production of standard products.

2. Specified tests, inspections, and related actions do not limit Contractor's quality-control procedures that facilitate compliance with the Contract Document requirements.

3. Requirements for Contractor to provide quality-control services required by Contracting Officer, or authorities having jurisdiction are not limited by provisions of this Section.

1.3 DEFINITIONS

A. Quality-Assurance Services: Activities, actions, and procedures performed before and during execution of the Work to guard against defects and deficiencies and ensure that proposed construction complies with requirements.

B. Quality-Control Services: Tests, inspections, procedures, and related actions during and after execution of the Work to evaluate that completed construction complies with requirements. Services do not include contract enforcement activities performed by Contracting Officer .

C. Mockups: Full-size, physical example assemblies to illustrate finishes and materials. Mockups are used to verify selections made under Sample submittals, to demonstrate aesthetic effects and, where indicated, qualities of materials and execution, and to review construction, coordination, testing, or operation; they are not Samples. Mockups establish the standard by which the Work will be judged.

D. Testing Agency: An entity engaged to perform specific tests, inspections, or both. Testing laboratory shall mean the same as testing agency.

1.4 DELEGATED DESIGN

A. Performance and Design Criteria: Where professional design services or certifications by a design professional are specifically required of Contractor by the Contract Documents, provide products and systems complying with specific performance and design criteria indicated.

1.5 SUBMITTALS

A. Delegated-Design Submittal: In addition to Shop Drawings, Product Data, and other required submittals, submit a statement, signed and sealed by the responsible design professional, for each product and system specifically assigned to Contractor to be designed or certified by a design professional, indicating that the products and systems are in compliance with performance and design criteria indicated. Include list of codes, loads, and other factors used in performing these services.

B. Reports: Prepare and submit certified written reports that include the following:

QUALITY REQUIREMENTS 01400 - 2

1. Date of issue.

2. Project title and number.

3. Name, address, and telephone number of testing agency.

4. Dates and locations of samples and tests or inspections.

5. Names of individuals making tests and inspections.

6. Description of the Work and test and inspection method.

7. Identification of product and Specification Section.

8. Complete test or inspection data.

9. Test and inspection results and an interpretation of test results.

10. Ambient conditions at time of sample taking and testing and inspecting.

11. Comments or professional opinion on whether tested or inspected Work complies with the

Contract Document requirements.

12. Name and signature of laboratory inspector.

13. Recommendations on retesting and reinspecting.

C. Permits, Licenses, and Certificates: For Contracting Officer's records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, correspondence, records, and similar documents, established for compliance with standards and regulations bearing on performance of the Work.

1.6 QUALITY ASSURANCE

A. Fabricator Qualifications: A firm experienced in producing products similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units.

B. Factory-Authorized Service Representative Qualifications: An authorized representative of manufacturer who is trained and approved by manufacturer to inspect installation of manufacturer's products that are similar in material, design, and extent to those indicated for this Project.

C. Installer Qualifications: A firm or individual experienced in installing, erecting, or assembling work similar in material, design, and extent to that indicated for this Project, whose work has resulted in construction with a record of successful in-service performance.

D. Manufacturer Qualifications: A firm experienced in manufacturing products or systems similar to those indicated for this Project and with a record of successful in-service performance.

E. Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing engineering services of the kind indicated. Engineering services are defined as those performed for installations of the system, assembly, or product that are similar to those indicated for this Project in material, design, and extent.

F. Testing Agency Qualifications: An agency with the experience and capability to conduct testing and inspecting indicated, as documented by ASTM E 548, and that specializes in types of tests and inspections to be performed.

G. Preconstruction Testing: Testing agency shall perform preconstruction testing for compliance with specified requirements for performance and test methods.

H. Mockups: Before installing portions of the Work requiring mockups, build mockups for each form of construction and finish required, using materials indicated for the completed Work.

1.7 QUALITY CONTROL

A. Contractor Responsibilities: Unless otherwise indicated, provide quality-control services specified and required by authorities having jurisdiction.

1. Where services are indicated as Contractor's responsibility, engage a qualified testing agency

QUALITY REQUIREMENTS 01400 - 3

to perform these quality-control services.

a. Contractor shall not employ the same entity engaged by Contracting Officer, unless agreed to in writing by Contracting Officer.

2. Notify testing agencies at least 24 hours in advance of time when Work that requires testing or inspecting will be performed.

3. Where quality-control services are indicated as Contractor's responsibility, submit a certified written report, in duplicate, of each quality-control service.

4. Testing and inspecting requested by Contractor and not required by the Contract Documents are Contractor's responsibility.

5. Submit additional copies of each written report directly to authorities having jurisdiction, when they so direct.

B. Special Tests and Inspections: Contracting Officer will engage a testing agency to conduct special tests and inspections required by authorities having jurisdiction as the responsibility of Contracting Officer.

1. Testing agency will notify Contracting Officer, and Contractor promptly of irregularities and deficiencies observed in the Work during performance of its services.

2. Testing agency will submit a certified written report of each test, inspection, and similar quality-control service to Contracting Officer, with copy to Contractor and to authorities having jurisdiction.

3. Testing agency will submit a final report of special tests and inspections at Substantial Completion, which includes a list of unresolved deficiencies.

4. Testing agency will interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from the Contract Documents.

5. Testing agency will retest and reinspect corrected work.

C. Manufacturer's Field Services: Where indicated, engage a factory-authorized service representative to inspect field-assembled components and equipment installation, including service connections.

Report results in writing.

D. Retesting/Reinspecting: Regardless of whether original tests or inspections were Contractor's responsibility, provide quality-control services, including retesting and reinspecting, for construction that revised or replaced Work that failed to comply with requirements established by the Contract Documents.

E. Testing Agency Responsibilities: Cooperate with Contracting Officer, and Contractor in performance of duties. Provide qualified personnel to perform required tests and inspections.

F. Associated Services: Cooperate with agencies performing required tests, inspections, and similar quality-control services, and provide reasonable auxiliary services as requested. Notify agency sufficiently in advance of operations to permit assignment of personnel. Provide the following:

1. Access to the Work.

2. Incidental labor and facilities necessary to facilitate tests and inspections.

3. Adequate quantities of representative samples of materials that require testing and inspecting. Assist agency in obtaining samples.

4. Facilities for storage and field-curing of test samples.

5. Delivery of samples to testing agencies.

6. Preliminary design mix proposed for use for material mixes that require control by testing agency.

7. Security and protection for samples and for testing and inspecting equipment at Project site.

G. Coordination: Coordinate sequence of activities to accommodate required quality-assurance and quality-control services with a minimum of delay and to avoid necessity of removing and replacing construction to accommodate testing and inspecting.

1. Schedule times for tests, inspections, obtaining samples, and similar activities.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 REPAIR AND PROTECTION

A. General: On completion of testing, inspecting, sample taking, and similar services, repair damaged construction and restore substrates and finishes.

1. Comply with the Contract Document requirements for Division 1 Section "Cutting and

Patching."

B. Protect construction exposed by or for quality-control service activities.

C. Repair and protection are Contractor's responsibility, regardless of the assignment of responsibility for quality-control services.

END OF SECTION 01400

CONCRETE FORMWORK

03100 - 1

2007/07/30 1

SECTION 03100 2

CONCRETE FORMWORK 3

1.1 DESCRIPTION 5

A. Definition(s): 6

1. Formwork: 7

a. Total system of support for freshly placed concrete including mold or sheathing which 8 contacts concrete as well as supporting members, hardware, and necessary bracing. 9

2. Exposed construction: Exposed to view. 10

3. Exposed to view: 11

a. Concrete surfaces seen by the public from eye level from any walking surface in a 12 public location after completion of building. 13

4. Public location: 14

a. Building areas accessible to public and employees not responsible for maintenance. 15

b. Storerooms, unfinished space and large mechanical rooms are considered public 16 locations. 17

c. Equipment closets, elevator and mechanical penthouses are not public space. 18

B. Use forms, wherever necessary, to confine concrete and shape it to required dimensions. 19

1. Use forms of sufficient strength to withstand pressure resulting from placement and 20 vibration of concrete, with sufficient rigidity to maintain specified tolerances. 21

C. See concrete finish requirements in Section 03312. 22

D. Use earth side forms for spread footings, and unfinished grade beams where earth can be shaped 23 to a straight and true surface. 24

1. Do not use earth cuts as forms for other vertical surfaces unless permitted. 25

1.2 QUALITY ASSURANCE 26

A. Design, engineering, and construction of formwork is responsibility of Contractor. 27

1. Design, engineer, and construct formwork for applicable gravity and lateral loads and 28 pressures as well as other design considerations or applicable requirements of legal local 29 building code. 30

2. Develop shoring and reshoring pattern and sequence so as not to exceed safe structural 31 capacity of supporting structural systems. 32

a. Confer with Contracting Officer, if there is any question, regarding the capacity of the 33 structural system. 34

B. Design, prepare formwork drawings and construct formwork in accordance with ACI 347, Guide 35 to Formwork for Concrete. 36

PART 2 - PRODUCTS 37

2.1 MATERIALS 38

A. Form facing materials: As indicated under description of finishes required. 39

B. Form accessories, partially or wholly embedded in concrete, such as ties and hangers: 40

1. Shall be of a commercially manufactured type. 41

2. Do not use nonfabricated wire. 42

03100 - 2

3. Use form ties constructed so ends or end fasteners can be removed without causing 1 appreciable spalling of concrete faces. 2

4. After ends or end fasteners of form ties have been removed, embedded portion of ties shall 3 terminate not less than 2 diameters or twice minimum dimension of tie from formed faces of 4 concrete to be permanently exposed to view, but in no case less than 3/4 IN. 5

5. When formed face of concrete is not to be permanently exposed to view, form ties may be 6 cut off flush with formed surfaces. 7

2.2 FABRICATION OF FORMS 8

A. Make forms sufficiently tight to prevent loss of cement fines. 9

1. Place chamfer strips in outside corners of forms to produce 45 degree beveled corners on 10 permanently exposed surfaces. 11

2. Interior corners on such surfaces and edges of formed joints will not require beveling. 12

B. To maintain specified finish tolerances, camber formwork to compensate for anticipated 13 formwork deflections prior to hardening of concrete. 14

C. Provide positive means of adjustment (wedges or jacks) of shores and struts and take up 15 settlement during concrete placing operation. 16

1. Securely brace forms against lateral deflection. 17

D. Provide temporary openings at base of column and wall forms and at other points where 18 necessary to facilitate cleaning and observation immediately before concrete is placed. 19

E. At construction joints, contact surface of form sheathing for flush surfaces exposed to view shall 20 overlap hardened concrete in previous placement minimum 1 IN. 21

1. Hold forms against hardened concrete to prevent offsets or loss of mortar at construction 22 joint and to maintain a true surface. 23

F. Construct wood forms for wall openings to facilitate loosening, if necessary, to counteract 24 swelling. 25

G. Fasten wedges (used for final adjustment of forms prior to concrete placement) in position after 26 final check. 27

H. Anchor formwork to shores or other supporting surfaces or members so upward or lateral 28 movement of any part of formwork system is prevented during concrete placement. 29

I. Provide runways for moving equipment with struts or legs, supported directly on formwork or 30 structural member without resting on reinforcing steel. 31

2.3 TOLERANCES 32

A. Construct formwork so concrete surfaces will conform to tolerance limits listed: 33

1. Tolerances non-cumulative. 34

2. Most restrictive tolerance governs. 35

3. Tolerance limits noted are maximum deviations (plus or minus) on each side of intended 36 line. 37

a. Deviation from plumb: 38

1) In lines and surfaces of columns, piers, walls, and in arrises: 39

a) In any length: 1 in 500 but not less than 1/8 IN. 40

b) In any story: 3/8 IN. 41

c) Maximum for entire length: 3/4 IN. 42

2) For exposed corner columns, control-joint grooves, and other conspicuous vertical 43 lines: 44

a) In any length: 1 in 1000 but not less than 1/8 IN. 45

b) In any story: 3/16 IN. 46

c) Maximum for entire length: 1/2 IN. 47

03100 - 3

b. Deviation from level or from grades specified: 1

1) In slab soffits measured before removal of supporting shores: 2

a) In any length: 1 in 750 but not less than 1/8 IN. 3

b) In any bay: 3/8 IN. 4

c) Maximum for entire length: 1/2 IN. 5

c. Deviations from true plane of concrete surface exposed to view caused by bulging of 6 form facing material between supports: 7

1) 3/16 IN or l/300 of span between supports whichever is smaller. 8

d. Deviation from established position in plan of linear building lines, columns, walls: 9

1) In any length: 1 in 500, but not less than 1/8 IN. 10

2) In any bay: 1/2 IN. 11

3) Maximum for entire length: 3/4 IN. 12

e. Deviation in sizes and location of sleeves, floor openings, and wall openings: 1/4 IN. 13

f. Deviation in thickness of slabs and walls: 14

1) Minus: 1/4 IN. 15

2) Plus: 1/2 IN. 16

g. Footings: 17

1) Deviations in dimensions in plan: 18

a) Minus: 1/2 IN. 19

b) Plus: 2 IN. 20

2) Misplacement or eccentricity: 21

a) 2 percent of footing width in direction of misplacement but not more than 2 22

IN. 23

3) Thickness: 24

a) Decrease in specified thickness: 5 percent. 25

b) Increase in specified thickness: 26

(1) No limit (except that which may interfere with other construction). 27

h. Deviation in steps: 28

1) In flight of stairs: 29

a) Rise: 1/8 IN. 30

b) Tread: 1/4 IN. 31

2) In consecutive steps: 32

a) Rise: 1/16 IN. 33

b) Tread: 1/8 IN. 34

3) Deviation from level for any step or landing: 1 in 1000 but not more than 1/8 IN. 35

B. Tolerances apply to concrete dimensions only, not to positioning of vertical reinforcing steel, 36 dowels, or embedded items, except where specifically noted otherwise. 37

C. Establish and maintain in undisturbed condition and until final completion of project, sufficient 38 control points and bench marks to be used for reference purposes to check tolerances. 39

D. Regardless of tolerances listed allow no portion of building to extend beyond property line of 40 Project. 41

PART 3 - EXECUTION 42

3.1 PREPARATION OF FORM SURFACES 43

A. Clean form surfaces and embedded materials of mortar, grout and foreign material before 44 concrete is placed. 45

03100 - 4

B. Unless otherwise specified or approved, treat surfaces of forms as follows: 1

1. Before placing of reinforcing steel or concrete, cover surfaces of forms with coating 2 material that will effectively prevent absorption of moisture and prevent bond with concrete, 3 and not stain concrete. 4

a. A field applied form release agent or sealer or factory applied nonabsorptive liner may 5 be used. 6

2. Do not allow excess form coating material to stand in puddles in forms nor in contact with 7 hardened concrete against which fresh concrete is to be placed. 8

3.2 REMOVAL OF FORMS 9

A. When repair of surface defects or finishing is required at early age, remove forms as soon as 10 concrete has hardened sufficiently to resist damage from removal operations. 11

B. Remove top forms on sloping surfaces of concrete as soon as concrete has attained sufficient 12 stiffness to prevent sagging. 13

1. Perform needed repairs or treatment required on such sloping surfaces at once, followed by 14 specified curing. 15

C. Loosen wood forms for wall openings as soon as this can be accomplished without damage to 16 concrete. 17

D. Formwork for columns, walls, sides of beams, and other parts not supporting weight of concrete 18 may be removed as soon as concrete has hardened sufficiently to resist damage from removal. 19

E. Where no reshoring is planned, leave forms and shoring used to support weight of concrete in 20 beams, slabs and other concrete members in place until concrete has attained its specified 21 strength. 22

1. Where reshoring is planned, supporting formwork may be removed when concrete has 23 reached 70 percent of specified strength, provided reshoring is installed immediately. 24

F. When shores and other vertical supports are arranged so non-load-carrying form-facing material 25 may be removed without loosening or disturbing shores and supports, facing material may be 26 removed at earlier age as permitted. 27

3.3 RESHORING 28

A. When reshoring is permitted or required, plan operations in advance. 29

1. While reshoring is underway, allow no live load on new construction. 30

B. During reshoring do not subject concrete in beam, slab, column or other structural member to 31 combined dead and construction loads in excess of loads permitted by Contracting Officer for 32 developed concrete strength at time of reshoring. 33

1. Place reshores as soon as practicable after stripping operations are complete but in no case 34 later than end of working day on which stripping occurs. 35

2. Tighten reshores to carry required loads without overstressing construction. 36

3. Leave reshores in place until: 37

a. Tests representative of concrete being supported have reached specified strength. 38

b. In-place concrete is at least 7 days old. 39

c. Loads imposed by construction operations do not exceed design loads. 40

C. For floors supporting shores under newly placed concrete leave original supporting shores in 41 place or reshore. 42

1. Reshoring system shall have capacity sufficient to resist anticipated loads and equal to at 43 least one half of capacity of shoring system above. 44

2. Locate reshores directly under shore position above unless otherwise permitted. 45

03100 - 5

3.4 REMOVAL STRENGTH 1

A. When removal of formwork or reshoring is based on concrete reaching specified strength, 2 concrete shall be presumed to have reached this strength when either of following conditions has 3 been met. 4

1. When test cylinders, field cured along with concrete they represent, have reached specified 5 strength. 6

2. When concrete has been cured as specified for same length of time as age at test date of 7 laboratory-cured cylinders which reached specified strength. 8

a. Determine length of time concrete has been cured in structure by cumulative number of 9 days or fractions thereof, not necessarily consecutive, during which temperature of air 10 in contact with concrete is above 50 DegF and concrete has been damp or sealed from 11 evaporation and loss of moisture. 12

END OF SECTION 13

03100 - 6

PLUMBING FIXTURES

15440 - 1

2007/07/30 1

SECTION 15440 2

PLUMBING FIXTURES 3

1.1 DESCRIPTION 5

A. Definitions: 6

1. Aerator: Device that mixes room air with faucet's water stream. 7

2. Ledge-mounted faucet: Faucet with body mounted on top of faucet ledge and covered by 8 faucet housing or single escutcheon. 9

3. Bottom-mounted faucet: Faucet with body mounted beneath faucet ledge; each penetration 10 is covered by single escutcheon. 11

4. Semi-cast: Fittings, return bends, and nuts are cast brass. Waste arms and wall bends are 12 tubular. 13

1.2 QUALITY ASSURANCE 14

A. Manual-valve standards: See Section 15100 (for valves labeled "V-__"). 15

B. Design and Installation standards: 16

1. ANSI Z358.1: Standard for Emergency Eyewash and Shower Equipment. 17

2. ASSE 1016: Individual Thermostatic Pressure Balancing, and Combination Pressure 18

Balancing and Thermostatic Control Valves for Individual Fixture Fittings. 19

3. ASSE 1017: Temperature Actuated Mixing Valves for Hot Water Distribution Systems. 20

C. Accessibility: 21

1. Manufacturing standards: 22

a. Americans with Disabilities Act (Public Law 101-336). 23

b. ANSI-A117.1, current edition. 24

2. Installing standards: 25

a. Americans with Disabilities Act (Public Law 101-336). 26

b. ANSI-A117.1, current edition. 27

c. Local authorities. 28

d. State authorities. 29

1.3 SUBMITTALS 30

A. Product Data: 31

1. Assemble submittals by mark number. 32

a. Include sufficient information to verify compliance with descriptions. 33

b. Where model numbers differ from descriptions, submit to meet description 34 requirements: 35

1) Electric water coolers. 36

2) Hose bibbs. 37

3) Interceptors. 38

4) Lavatories. 39

5) Mixing valves. 40

6) Showers. 41

7) Sinks. 42

8) Urinals. 43

9) Wall hydrants. 44

10) Water closets. 45

B. Contract Closeout Information: 46

1. Operating and maintenance data. 47

15440 - 2

PART 2 - PRODUCTS 1

2.1 MATERIALS - GENERAL 2

A. Acceptable manufacturers: 3

1. Bed-pan washers, hose type: 4

a. Base: 5

1) Chicago Faucet. 6

b. Optional: 7

1) American Standard Plumbing. 8

2) Kohler. 9

2. Electric water coolers and drinking fountains: 10

a. Base: 11

1) Halsey-Taylor. 12

b. Optional: 13

1) Elkay Manufacturing. 14

2) Haws Corporation. 15

3. Faucets (Sensor operated): 16

a. Base: 17

1) Sloan Valve. 18

b. Optional: 19

1) Coyne & Delany. 20

2) Hydrotek. 21

c. Optional: 22

4. Faucets (Two-handled): 23

a. Base: 24

1) American Standard Plumbing. 25

b. Optional: 26

1) Chicago Faucet. 27

2) Eljer Plumbingware. 28

3) T&S Brass & Bronze Works. 29

5. Fixtures (Stainless steel): 30

a. Base: 31

1) Elkay Manufacturing. 32

b. Optional: 33

1) Just Manufacturing. 34

2) Southern Kitchens. 35

6. Fixtures (Vitreous china): 36

a. Base: 37

1) American Standard Plumbing. 38

b. Optional: 39

1) Eljer Plumbingware. 40

2) Kohler. 41

7. Fixture carriers: 42

a. Base: 43

1) Wade. 44

b. Optional: 45

1) Watts/Ancon. 46

2) J R Smith. 47

8. Flow control devices: 48

a. Base: 49

1) Same as installed faucet or shower head. 50

b. Optional: 51

1) American Standard Plumbing. 52

2) Chicago Faucet. 53

3) Crane Plumbing. 54

15440 - 3

4) Eljer Plumbingware. 1

9. Flushometer valves: 2

a. Base: 3

1) Sloan Valve. 4

b. Optional: 5

1) Coyne & Delany. 6

2) Zurn Industries. 7

10. Hose bibbs: 8

a. Base: 9

1) Chicago Faucet. 10

b. Optional: 11

1) Crane Plumbing. 12

2) Sloan Valve. 13

11. Mixing valves (Thermostatic): 14

a. Base: 15

1) Symmons. 16

b. Optional: 17

1) Lawler Manufacturing. 18

2) Powers. 19

12. Shower drains: 20

a. Base: 21

1) Wade. 22

b. Optional: 23

1) Watts-Ancon. 24

2) J R Smith. 25

13. Trim: 26

a. Base: 27

1) McGuire Manufacturing. 28

b. Optional: 29

1) American Standard Plumbing. 30

2) Chicago Faucet. 31

3) Crane Plumbing. 32

14. Wall and yard hydrants: 33

a. Base: 34

1) Wade. 35

b. Optional: 36

1) Watts-Ancon. 37

2) J R Smith. 38

15. Water closet seats: 39

a. Base: 40

1) Beneke. 41

b. Optional: 42

1) Centoco. 43

2) Olsonite. 44

16. Undersink Protective Covers: 45

a. Base: 46

1) Truebro. 47

b. Optional: 48

1) McGuire. 49

17. Eye/Face Fixture: 50

a. Base: 51

1) Bradley. 52

b. Optional: 53

1) Speakman. 54

2) Haws Corporation. 55

15440 - 4

B. Construct or equip fixtures with air gap or anti-siphon devices to prevent siphoning non-potable 1 water into potable water supply system. 2

C. Piping exposed in finished areas (including fittings and trim): See Section 15410. 3

D. Dimensions: 4

1. Dimensions are nominal. 5

2. Multiple dimensions: 6

a. First dimension: Side-to-side. 7

b. Second dimension: Front-to-back. 8

c. Third dimension: Top-to-bottom. 9

E. Manufacture accessible fixture assemblies to meet requirements of accessibility manufacturing 10 standards (see Quality Assurance article in Part 1 of this Section). 11

F. Faucets, general (following general conditions apply unless detailed otherwise in specific 12 descriptions): 13

1. Renewable cartridges with integral seats (or renewable seats and stems). 14

2. Materials: Brass, bronze, copper, stainless steel, ceramic (Plastic components are not 15 acceptable). 16

3. Finish: Polished chrome. 17

4. Gooseneck spouts: Discharge at least 5 IN above rim of fixture. 18

5. Electric, sensor-operated faucets: 19

a. Mount transformer and control panel in concealed but accessible location. 20

b. Coordinate with Electrical and Casework contractors. 21

c. If mixing valve is not included in faucet description, provide a mechanical, under-22 counter mixing valve. 23

d. If mixing valve is not included in faucet description, provide a tempering type mixing 24 valve. 25

G. Flow control devices, general: 26

1. Provide flow control devices with indicated flow rates on listed fixtures: 27

a. Lavatories: 0.5 GPM. 28

b. Sinks: 1.8 GPM. 29

c. Showers: 2.5 GPM. 30

d. 3/4 IN hose threads: 2.5 GPM. 31

2. Accomplish controlled flow without aeration of water stream. 32

a. Aerators are not acceptable unless specifically identified in the faucet description. 33

3. Material: Brass. 34

4. Finish: Chrome. 35

5. Flow control devices shall be disinfectable. 36

H. Lavatory fixtures, general (Following general conditions apply unless detailed otherwise in 37 specific descriptions): 38

1. Vitreous-china and enameled, cast-iron fixtures: 39

a. Color: White. 40

b. Overflows: Integral. 41

2. Stainless-steel fixtures: 42

a. Finish: Soft satin. 43

b. Type: 302 (18-8) or 304 (18-8). 44

c. Thickness: 20 GA. 45

d. Sound deadening that covers complete underside of bowl. 46

3. Provide integral faucet ledge with holes: 47

a. Coordinate hole quantities, locations, and centerings with faucet types indicated in 48 fixture descriptions. 49

b. Provide exact number of holes necessary. 50

1) Use of faucet hole covers is not acceptable. 51

15440 - 5

I. Mixing valves, general (Following general conditions apply unless detailed otherwise in specific 1 descriptions): 2

1. Materials: Brass, bronze, copper, stainless steel, ceramic. 3

a. Thermostatic mixing valves: Thermostat may contain plastic parts. 4

b. Escutcheon may be pot metal. 5

2. Finish of exposed surfaces: Polished chrome. 6

3. Hot/cold color coding. 7

4. Coordinate number of ports with trim indicated in fixture descriptions. 8

a. Four-port valves: 9

1) If diverter spout is indicated in fixture description, provide built-in choke. 10

2) If external diverter valve is indicated in fixture description, provide without choke. 11

5. Thermostatic mixing valves: 12

a. Renewable thermostatic and pressure-balance elements. 13

b. Compensates for changes in both temperature and pressure. 14

c. Service stops. 15

d. Temperature control with built-in shut off; opens from cold to hot. 16

e. Single lever handle. 17

f. Adjustable, temperature-limit stops. 18

g. "OFF-COLD-HOT" marking in block type letters (minimum 7/32 IN high). 19

J. Mixing valve trim, general: 20

1. Cabinets: 21

a. Stainless steel construction. 22

b. Hinged doors: 23

1) Removable when in the open position. 24

2) Hinge on side. 25

c. Size cabinets to hold valve and accessories as required in each description. 26

2. Thermometers: 27

a. 3-1/2 IN dial. 28

b. Hermetically sealed. 29

c. Bimetal element. 30

d. Range: 0 to 140 degF. 31

e. Construction: Welded stainless steel. 32

f. White-faced, three-color dial. 33

3. Vacuum breakers and valves: 34

a. See "Faucets, general" in Article 2.1. 35

K. P-traps and continuous wastes, semi-cast: 36

1. P-trap, semi-cast: 37

a. 1-1/4 or 1-1/2 IN NPS cast-brass return bend with clean out. 38

b. 17 GA x 1-1/4 or 1-1/2 IN OD copper tube tailpiece. 39

c. Nuts: Cast brass. 40

2. Continuous waste, semi-cast: 41

a. 1-1/2 IN NPS cast-brass tee. 42

b. 17 GA x 1-1/2 IN OD copper tube tailpieces. 43

c. Nuts: Cast brass. 44

L. Shower heads, general (Following general conditions apply unless detailed otherwise in specific 45 descriptions): 46

1. Nozzle designed to prohibit liming and clogging. 47

2. Body: 48

a. Material: Brass. 49

1) Hand-held shower-head body may be plastic. 50

b. Finish: Chrome. 51

1) Hand-held shower-head body may be white. 52

3. Internal components: 53

a. Foul resistant. 54

15440 - 6

M. Sink fixtures, general (Following general conditions apply unless detailed otherwise in specific 1 descriptions): 2

1. Vitreous china: White. 3

2. Stainless steel: 4

a. Finish: Soft satin. 5

b. Type: 302 (18-8) or 304 (18-8). 6

c. Sound deadening that covers complete undersides of each bowl. 7

d. Thickness: 8

1) Sink depth less than or equal to 10 IN: 18 GA. 9

2) Sink depth greater than 10 IN: 16 GA. 10

3. Enameled cast-iron: 11

a. Color: White. 12

4. Counter-top sinks: Self-rimming. 13

5. Provide integral faucet ledge with holes: 14

a. Coordinate hole quantities, locations, and centerings with the following: 15

1) Faucets and trim indicated in fixture descriptions. 16

2) Hot-water dispensers. 17

3) High-purity water faucets. 18

b. Provide exact number of holes necessary. 19

1) Use of faucet hole covers is not acceptable. 20

2.2 ELECTRIC WATER COOLERS 21

A. Electric water coolers, general (Following general conditions apply unless detailed otherwise in 22 specific descriptions): 23

1. Self contained, refrigeration units. 24

a. Capacity based on 90 degF room temperature, 80 degF inlet-water temperature, and 25 50 degF drinking-water temperature. 26

b. Air cooled condensing units. 27

1) 115V. 28

2) Hermetically sealed compressor. 29

2. Bubbler drain-pan: Stainless steel. 30

3. Stainless steel: Type 304 with satin finish. 31

4. Chrome-plated, brass bubbler. 32

a. Bubbler guard may be plastic and need not be chrome-plated. 33

5. Stream regulator(s) mounted inside cabinet or in bubbler. 34

a. Regulator shall maintain constant stream height while line pressure varies between 30 35 and 90 PSI. 36

6. Certified lead free as defined by the Safe Drinking Water Act. 37

B. EWC-1, Accessible (facing forward): 38

1. Fixture: 39

a. Wall-hung, surface-mounted, single-level. 40

1) Self-closing push bars on front and sides. 41

2) Refrigeration unit mounted in cabinet behind and below bubbler drain pan, which 42 is highest part of cooler. 43

3) Minimum capacity: 44

a) 7.5 GPH. Cabinet finish: 45

(1) Acrylic enamel on 20 GA steel (color selected by Contracting Officer). 46

4) Halsey Taylor HAC-8FS or approved equal. 47

b. Fixture carrier: Hanger-plate type. 48

2. Trim: 49

a. Supply: Chrome, 3/8 IN OD, soft-copper tube, loose-key stops, escutcheons. 50

b. P-trap: Chrome or satin, 1-1/4 IN (or 1-1/2 IN) semi-cast with cleanout, with 17 GA x 51

1-1/4 IN (or 17 GA x 1-1/2 IN OD copper-tube trap arm. 52

15440 - 7

C. EWC-2, Accessible (facing forward): 1

1. Fixture: 2

a. As specified above for EWC-1, but mounted for handicapped accessibility. 3

2.3 FIXTURE CARRIERS 4

A. Fixture carriers: 5

1. Application: 6

a. This paragraph describes carriers for wall-hung valves and wall-hung fixtures except 7 water closets. 8

1) See Water Closet article for closet carriers. 9

2. Carriers consist of uprights, floor anchors, and fixture supports: 10

a. Fixture-support types are concealed-arm, exposed-arm, hanger-plate, and clinical-11 service-sink. 12

b. Include associated hardware. 13

3. Materials: 14

a. Coated cast iron. 15

b. Steel. 16

4. Weight of construction: Institutional. 17

5. Uprights: Rectangular structural steel. 18

6. Floor anchors: 19

a. Non-adjustable cast-iron floor anchors bolted to uprights; or steel-plate floor anchors 20 integrally welded to uprights. 21

b. 4-hole anchoring to floor. 22

7. Concealed-arm fixture supports: 23

a. Header couplings: 24

1) Vertically adjustable with horizontally adjustable cross tie. 25

2) Integral pipe sleeves. 26

b. Secure arms to pipe sleeves with threaded or set-screw connections. 27

c. Hardware for vitreous-china fixtures: 28

1) Leveling screws for four (4) corners of fixture. 29

2) Non-slip devices to lock fixture into place on arms. 30

d. Hardware for cast-iron fixtures: 31

1) Threaded eye bolts with leveling hardware. 32

e. For flat-slab fixtures requiring set out from wall, provide 2 IN chromed wall 33 escutcheons. 34

8. Exposed-arm fixture supports: 35

a. Header couplings: Vertically adjustable with horizontally adjustable cross tie. 36

b. Coated with white acid-resistant enamel. 37

c. Hardware: 38

1) Leveling screws for front two corners of fixture. 39

2) Toggle bolts to lock fixture into place on arms. 40

9. Hanger-plate fixture supports: 41

a. Bolted attachment to uprights. 42

b. Drilled/slotted to match fixture. 43

c. Hardware for attaching fixture. 44

d. Provide in adequate size and quantity to anchor fixture at every anchoring point on the 45 fixture. 46

2.4 HOSE BIBBS 47

A. Hose bibb, general (Following general conditions apply unless detailed otherwise in specific 48 descriptions): 49

1. Material: Brass. 50

2. Finish: As indicated. 51

15440 - 8

B. HB-1, Rough brass hose bibb: 1

1. Fixture: 2

a. Single handle. 3/4 IN flanged inlet. Vandal-resistant, self-draining vacuum breaker. 3

1) 3/4 IN male hose outlet. 4

a) Chicago Faucet 7T or approved equal. 5

2.5 LAVATORIES 6

A. See Article 2.1 MATERIALS - GENERAL. 7

B. L-1, Lavatory, round: 8

1. Fixture: 9

a. 19 IN round, counter-top, vitreous china. 10

1) American Standard Plumbing Rondalyn 0490.011 or equal. 11

2. Faucet: 12

a. Sensor Operated: Battery operated, vandal resistant solid brass construction, .5 gpm 13 aerator, single post mounting. 14

1) American Standard Plumbing Selectronic 6058 or approved equal. 15

2.6 MIXING VALVES 16

A. See Article 2.1 MATERIALS - GENERAL. 17

B. Enclosed valve with cabinet for emergency shower applications: 18

1. Mixing valve: 19

a. Thermostatic type or combination thermostatic and pressure-balanced shall be line 20 sized and shall be constructed with rough or finish bodies either with or without plating. 21

1) Each valve shall be constructed to control the mixing of hot and cold water and to 22 deliver water at desired temperature regardless of pressure or input temperature 23 changes. 24

2) The control element shall be of an approved type. 25

3) The body shall be of heavy cast bronze, and interior parts shall be brass, bronze, 26 corrosion-resisting steel or copper. 27

4) The valve shall set to 80 DegF (adjustable) and maintain temperature within 5 degF 28 of setting. 29

5) The valve shall provide positive hot water shut-off when cold water supply is lost, 30 and shall allow cold flow in the event of hot water loss or thermostat failure. 31

6) The valve shall be suitable for drench shower/eyewash applications. 32

7) Temperature adjustment shall be vandal resistant. 33

8) Symmons 5-700B or approved equal. 34

2.7 SHOWERS 35

A. See Article 2.1 MATERIALS - GENERAL. 36

B. Shower fixtures (pre-cast terrazzo), general: 37

C. SH-1, Shower, terrazzo base: 38

1. Fixture: 39

a. Precast terrazzo shower fixture mounted for handicapped accessibility. 40

1) Fiat Monterey series or approved equal. 41

2. Mixing valve and trim: 42

a. Pressure-balanced, flush-mounted valve. 43

1) Shower head: Self-cleaning, large brass body, lever-operated spray-pattern control 44 from flood to needle, ball-joint swivel, shower arm, wall flange with set screw. 45

2) Symmons 96-1-131 or approved equal. 46

3. Drain: 47

a. Provide flashing clamps with seepage openings for drain bodies with flashing collars 48 being installed in floors with finishes installed over waterproofing. 49

15440 - 9

b. Coordinate with Division 9 and Room-Finish Contractors. 1

1) Cast iron body. 2

2) Adjustable polished nickel brass strainer. 3

3) Bottom outlet, seepage flange, flashing clamp and weep holes. 4

4) Wade 1100-TD or approved equal. 5

2.8 SINKS 6

A. See Article 2.1 MATERIALS - GENERAL. 7

B. S-1, Double bowl: 8

1. Fixture: 9

a. 20 gage ASTM A167 Type 302/304 stainless steel, self-rimming, center punched to 10 receive stainless steel crumb cup strainer with removable basket, rubber seat stopper, 11 1-1/2 IN OD chromed brass tailpiece; with sound deadening undercoating. 12

1) Elkay PSR-3322 or approved equal. 13

2. Faucet: 14

a. Bottom-mounted, 8 IN spread, two (2) 4 IN wristblades, 5 IN diameter fixed 15 gooseneck. 16

1) American Standard Plumbing 7271 or approved equal. 17

3. Trim: 18

a. Supplies: Chrome, 3/8 IN OD, soft-copper tube, loose-key stops, escutcheons. 19

b. Chrome grid drain for 3-1/2 IN outlet with 17 GA x 1-1/2 IN OD copper-tube tailpiece. 20

c. P-trap: Chrome or satin, 1-1/2 IN semi-cast with cleanout, with 17 GA x 1-1/2 IN OD 21 copper-tube trap arm. 22

2.9 SINKS, MOP 23

A. See Article 2.1 MATERIALS - GENERAL. 24

B. MS-1: 25

1. Fixture: 26

a. One-piece, molded-stone, floor-mounted basin, 3 IN brass or stainless-steel drain body, 27 removable dome strainer, vinyl or stainless-steel bumper guards on sides not adjacent to 28 wall. 29

1) Scale size and shape off Architectural drawings. 30

2) Fiat MSB series or approved equal. 31

2. Faucet: 32

a. Wall-mounted, combination service-sink fitting, two (2) handles, fixed spout, integral 33 vacuum breaker, 3/4 IN hose threads, adjustable wall brace, pail hook, flanged female 34 adjustable arms with integral stops. 35

1) Chicago Faucet 897 or approved equal. 36

2.10 URINALS 37

A. See Article 2.1 MATERIALS - GENERAL. 38

B. Urinal fixtures, general (Following general conditions apply unless detailed otherwise in specific 39 descriptions): 40

1. Fixture material: White vitreous china. 41

2. Spud material: Brass. 42

3. Floor-mounted fixtures: Provide bolt caps with retainers for exposed bolts. 43

4. Nominal flush volume: 1.0 GPF. 44

C. UR-1: 45

1. Fixture: 46

a. Wall-hung mounted for handicapped accessibility, blowout, 3/4 IN top spud, 2 IN 47 outlet, privacy shields, integral trap. 48

1) American Standard Plumbing Washbrook 6590.525 or approved equal. 49

b. Fixture carrier: Hanger-plate type. 50

15440 - 10

2. Flushometer valve: 1

a. Chrome finished brass, 12 IN tall, battery powered sensor-operated, diaphragm type, 2 integral vacuum breaker, flush connection and spud coupling for 3/4 IN top spud, 1 IN 3 screwdriver back-check angle stop. 4

1) Match flush volume to fixture requirements. 5

a) American Standard Plumbing Selectronic FloWise 6063.051.002 or approved 6 equal. 7

2.11 WALL HYDRANTS 8

A. Wall hydrants, general (Following general conditions apply unless detailed otherwise in specific 9 descriptions): 10

1. Materials: Type M copper, bronze, cast brass. 11

2. Finish of exposed parts: Satin nickel. 12

3. Integral, self-draining vacuum breakers. 13

4. Key operated volume control/stop. 14

5. Automatic draining, non-freezing. 15

6. Nylon seats. 16

7. Modular face/box. 17

8. Renewable cartridges with integral seats (or renewable seats and stems). 18

9. 3/4 IN inlet. 19

10. 3/4 IN hose-thread outlet. 20

B. WH-1: 21

1. Fixture: 22

a. Single temperature, exposed face. 23

1) Wade W-8600 or approved equal. 24

2.12 WATER CLOSETS 25

A. See Article 2.1 MATERIALS - GENERAL. 26

B. Bed-pan washers (hose type), general (Following general conditions apply unless detailed 27 otherwise in specific descriptions): 28

1. Material: Brass with polished chrome finish. 29

2. Spray assembly: 4 FT vinyl hose, angled spray nozzle with insulated handle without on/off 30 control. 31

3. Vacuum breaker: Mount 5 FT AFF. 32

4. Renewable cartridges with integral seats (or renewable seats and stems). 33

C. Fixture carriers for water closets: 34

1. Carriers consist of drainage fitting, faceplate, foot supports, closet coupling, and associated 35 hardware. 36

2. Style: 37

a. Adjustable: 38

1) Capable of being installed to accept accessible and standard-height closets at each 39 carrier by adjusting only the face-plate position. 40

b. Floor anchored. 41

3. Material: Coated cast iron. 42

4. Weight of construction: Institutional. 43

5. Extension: 44

a. When distance between carrier and closet exceeds manufacturer's recommended 45 distance, provide longer closet coupling, longer fixture studs, and additional foot 46 supports. 47

6. Provide anchor foot assembly for single carriers. 48

7. Closet couplings: Cast iron. 49

8. Hardware: 50

a. Provide hardware to assemble carrier and to mount fixture to carrier. 51

b. Match hardware to fixture requirements. 52

15440 - 11

9. Finish on exposed parts: Chrome unless indicated otherwise in fixture description. 1

D. Water-closet fixtures, general (Following general conditions apply unless detailed otherwise in 2 specific descriptions): 3

1. Wall-hung closets: Provide fixture carriers. 4

2. Close-coupled tanks: 5

a. Provide closet supplies: 6

1) 3/8 IN OD, chromed, soft-copper tube, loose key stop, escutcheon. 7

b. Provide anti-siphon, brass ballcocks. 8

c. Flush handles: Chrome. 9

3. Floor-mounted closets: Provide bolt caps with retainers. 10

4. Bowls: Elongated. 11

5. Color: White. 12

6. Fixture material: Vitreous china. 13

7. Spud material: Brass. 14

8. Spud size: 1 1/2 IN. 15

9. Nominal flush volume: 1.28 GPF. 16

E. Water-closet seats, general: 17

1. Solid plastic. 18

2. Color: White. 19

3. Resistant to scratching, stains, chemicals, and cleaning agents. 20

4. Elongated-bowl style. 21

5. Stainless-steel hinge pins, bolts, and hardware. 22

6. Check hinges. 23

7. Integrally molded bumpers. 24

F. WC-1, Public wall-hung: 25

1. Fixture: 26

a. Wall-hung, siphon jet, top spud. 27

1) Zurn EcoVantage Z5615 HET Series or approved equal. 28

2. Flushometer valve: 29

a. Chrome finished brass, 24 IN tall, sensor-operated by 9VDC battery, diaphragm type, 30 integral vacuum breaker, wall support, flush connection and spud coupling for 1-1/2 IN 31 top spud, 1 IN screwdriver back-check angle stop. 32

1) Match flush volume to fixture requirements. 33

a) Zurn AquaSense ZTS6200EV or approved equal. 34

3. Seat: 35

a. Open-front seat without cover. 36

G. WC-2, Wheelchair accessible water closet: 37

1. As specified above for WC-1, but mounted for handicapped accessibility. 38

2.13 UNDERSINK PROTECTIVE COVERS 39

A. Undersink protective covers, vinyl: 40

1. Material: Molded closed cell vinyl. 41

2. Minimum thermal conductivity at mean temperature: 42

a. k ≤ 1.17, 75 degF. 43

3. Attachment method: Reusable snap clips or seamless pre-wrapped. 44

4. Service: Provide…