Attachment 1 -IFC-DESIGN-ANALYSIS - Replace Pump Station and Controls SA.pdf

Replace Pump Station and Controls Project No. 630A4-17-520

Contract No.: 36C24219C0179

Department of Veterans Affair

Design Analysis Rev 0 Issued for Construction 09/28/23

Place of Performance VA Community Living Center St Albans Campus

179-00 Linden Ave & 79 Street Jamaica, NY 11425

Contract ing Off icer Representat ive Azhar.Hogue@va.gov

D2X Associates a dba of D2XConstruction LLC a SDVOSB

259 St. Ives Drive, Talent, OR 97540, Headquarters 442 Chelsea Avenue, West Babylon, NY 11704, Branch Office

541-944-8768 bdxinfo@gmail.com Daniel Davis, President

Partners O’Brien & Gere Engineers, Inc. (OBG)

163 North Wellwood Avenue, Suite 6, Lindenhurst, NY 11757 18 Link Drive, Binghamton, NY 13904

333 West Washington Street, Syracuse, NY 13221

Tolman Engineering, Architecture & Surveying, PLLC 3610 Lawson Road, Jamestown, NY 14701

Trophy Point, LLC 4588 South Park Avenue, Blasdell, NY 14219 mailto:bdxinfo@gmail.com

Intended for

Department of Veterans Affairs

Document type

Final Design Analysis Report IFC Submission

Date

September 29, 2023

[Text - If no optional text is needed then remember to delete the fields.]

REPLACE PUMP STATION

AND CONTROLS,

BUILDING 176

ST. ALBANS, VA

SA PUMP STATION

630A-17-520

D2X ASSOCIATES 09/28/23

ISSUED FOR CONSTRUCTION REV 0

REPLACE PUMP STATION AND CONTROLS, BUILDING 176

ST. ALBANS, VA

Project name Replace Pump Station and Controls, Building 176 Project no. 25806/74526 Recipient Department of Veterans Affairs Document type Preliminary Design Analysis Report Version 5 Date September 29, 2023 Prepared by Todd M. Farr, PE, LEED AP BD+C, CIPE, CEM Checked by Todd M. Farr, PE, LEED AP BD+C, CIPE, CEM Approved by Todd M. Farr, PE, LEED AP BD+C, CIPE, CEM Description IFC Submission

This copyrighted material represents the proprietary work product of Ramboll. This material was prepared for the specific purpose of securing a contract with the above client. No other use, reproduction, or distribution of this material or of the approaches it contains, is authorized without the prior express written consent of Ramboll. However, the recipient may make as many copies of this document as deemed necessary for the sole purpose of evaluating this document for final selection and award.

© 2020 All Rights Reserved

SA PUMP STATION

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D2X ASSOCIATES 09/28/23

CONTENTS

1. Introduction 3

2. Background 4

3. Environmental Basis of Design 5

4. Architectural Basis of Design 6

4.1 Scope of Work 6

4.2 Applicable Codes and Standards 6

4.3 Code Review 6

4.4 Masonry Work 6

5. Structural Basis of Design 7

5.1 Scope of Work 7

5.2 Applicable Codes and Standards 7

6. Civil Basis of Design 8

6.1 Scope of Work 8

6.2 VA Design Manuals and Guides 8

6.3 Site Phasing 8

7. Plumbing Basis of Design 9

7.1 Background 9

7.1.1 Building 176 – Existing Water Booster Pump Station 9

7.2 Scope of Work 11

7.2.1 Building 176 – Pump Station Booster Pump Area 12

7.2.2 Building 176 – Pump Station Shallow Pipe Trench Area 12

7.2.3 Building 176 – Pump Station Deep Pipe Trench Area 12

7.3 Applicable Codes and Standards 12

8. Electrical Basis of Design 13

8.1 General Demolition 13

8.2 Electric Service 13

8.3 Power Distribution System and Devices 13

8.4 Branch Circuits 14

8.5 Grounding Systems 14

8.6 Lighting System 14

8.7 Fire Alarm System 14

8.8 Applicable Codes and Standards 15

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TABLE OF TABLES

Table 1. Existing Water Booster Pumps Description 9 Table 2. Existing Pump Operation Pressure Set Points 11

TABLE OF FIGURES

Figure 1. Missing Dry Pit Vertical Turbine Pump (P1) 10 Figure 2. Missing Reducer Connection to Surge Valve (P2) 10

APPENDICES

Appendix 1 Plumbing Manufacturers’ Data/Cut Sheets

Appendix 2 Lighting Simulations

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D2X ASSOCIATES 09/28/23

1. INTRODUCTION

The purpose of this design analysis is to present the basis of design information for review by the Department of Veterans Affairs (VA) personnel. This design analysis has been separated into sections as follows:

• Section 1 – Introduction

• Section 2 – Background

• Section 3 – Environmental Basis of Design

• Section 4 – Architectural Basis of Design

• Section 5 – Structural Basis of Design

• Section 6 – Civil Basis of Design

• Section 7 – Plumbing Basis of Design

• Section 8 – Electrical Basis of Design

D2X ASSOCIATES 09/28/23

2. BACKGROUND

The VA desires to replace the existing pump station and controls in Building 176. The project includes:

• Replace six pumps, valves, accessories and controls. Reuse majority of the existing piping.

• Replace electrical switchgear for the six pumps.

• Connect the meter bypass valve, surge valves, flow meters, tank level sensors, pump VFDs and pressure switches pump to new DDC system and connect to existing BMS systems.

• Install control conduit from Building 176 to Building 89.

D2X ASSOCIATES 09/28/23

3. ENVIRONMENTAL HEALTH AND SAFETY BASIS OF

DESIGN

The VA stated that within our area of work there is no asbestos-containing materials (ACMs).

If ACM is found during construction, the contractor shall notify the VA contracting officer.

Tank cleaning and entry shall follow OSHA CFR 1910.146 and Veteran Affairs design standards for confined space entry.

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4. ARCHITECTURAL BASIS OF DESIGN

4.1 Scope of Work

Architectural work includes clean up, patching and finish repair work as associated with the new control conduit in the Building 176 pump room. New self-closing safety gates will be added to existing trench access opening guardrails. New fire extinguisher cabinets will be provided where fire extinguishers are not mounted in cabinets. Infection Control Risk Assessment and Life Safety Plans will also be provided.

4.2 Applicable Codes and Standards

The following codes and standards will be used for this project:

• National Fire Protection Association (NFPA); NFPA 101, Code for Life Safety

• International Building Code 2015 (IBC, as Adopted by New York State)

• New York City (NYC) Building Code

• VA Design Standards

4.3 Code Review

The code review will be based on the above-mentioned codes and standards, and will address the following code requirements:

• Existing Occupancy Classification: IBC Chapter 3

• Group U: Utility and Miscellaneous

• Existing Construction Classification: IBC Chapter 6

• Existing construction type assumed to be IIB

• Height and Area Requirements

• Existing not applicable to the project. No height or area modifications.

• Fire Resistance Rating for Building Elements

• Building is not occupied and fire barriers are not required

• Means of Egress

• The existing egress path will be maintained throughout construction.

4.4 Masonry Work

• Patch and repair work as required

D2X ASSOCIATES 09/28/23

5. STRUCTURAL BASIS OF DESIGN

5.1 Scope of Work

The structural scope of work includes the design of required structural modifications to the existing building to accommodate:

• Modifications to the existing mezzanine to accommodate new vertical pump motors if and where required.

• Concrete maintenance pads for mechanical equipment where required

5.2 Applicable Codes and Standards

The following codes and standards will be used for this project:

• General

• American Society of Civil Engineers (ASCE); ASCE 7-10, Minimum Design Loads for Buildings and Other Structures (ASCE 7)

• International Building Code 2015 (IBC, as Adopted by New York State)

• Structural Steel

• American Institute of Steel Construction (AISC); AISC 360-10, Specification for Structural Steel Buildings

• Research Council on Structural Connections (RCSC) Structural Bolting Specification

• American Welding Society (AWS); AWS D.1.1-10, Structural Welding Code – Steel

• Concrete

• American Concrete Institute (ACI); ACI 318-11, Building Code Requirements for Structural

Concrete

• Concrete Reinforcing Steel Institute (CRSI); CRSI MSP-2-09, Manual of Standard Practice

D2X ASSOCIATES 09/28/23

6. CIVIL BASIS OF DESIGN

6.1 Scope of Work

The civil scope of work includes the design to accommodate an underground controls conduit run between Buildings 92 and 176 on the St Albans VA Medical Center campus. A general summary of the construction items required to provide the conduit run is provided below.

• Trenching for controls conduit from Building 176 to Building 92

• Underground conduit line encased in concrete

• Backfill and compaction

• Electrical manholes

• Erosion and sediment control

• Building exterior wall penetrations

• Restoration of surfaces (pavement, sidewalk, curbs, and turf)

• Construction phasing

A topographic survey of the proposed underground controls conduit route was completed by Dewberry Engineers Inc in November of 2020. The topographic survey includes the approximate location of existing underground utilities. The completed survey was utilized to develop the site plan drawings for the conduit run.

On March 9, 2021 Patriot Design & Consulting was on-site at St. Albans VA Medical Center and reviewed the existing site conditions. The topographic survey, site review, and direction from VA were utilized to select the route of the new underground conduit run.

6.2 VA Design Manuals and Guides

The following VA Design Manual and Guides will be used for this project:

• Site Development Design Manual – February 2013

• Electrical Design Manual – December 2019

• 26 05 41 Underground Electrical Construction

Based on the VA standards, the controls conduit run shall be concrete encased and provided with a minimum of 30-inches of cover above the encasement.

6.3 Site Phasing

A site phasing plan is being developed and is shown on drawing CU-002. The goal of the site phasing plan will be to:

• Ensure that construction causes minimal interference with the normal function of VA facility and surrounding community.

• Coordinate the phasing/shutdown requirements with facility personnel.

• Minimize or avoid disruptions to existing systems. Delineate phasing of construction to ensure that installations of new systems are expedited, and where possible, maintain existing systems in service.

SA PUMP STATION

630A-17-520

D2X ASSOCIATES 09/28/23

7. PLUMBING BASIS OF DESIGN

7.1 Background

7.1.1 Building 176 – Existing Water Booster Pump Station

The existing domestic water and sprinkler supply system consists of a ground water storage tank, altitude valve, reduced pressure zone system and six dry pit multistage vertical turbine pumps, including two jockey pumps. The largest pumps (P1 and P2) are fixed speed pumps and used for peak domestic flow. All remaining pumps are on variable frequency drives (VFDs); two are jockey pumps and two are domestic pumps for lower flow demands. The VA wants to replace all six water booster pumps and associated controls, as well as any severely corroded piping and fittings per visual inspection at time of site visit. The current sizing of the existing water booster pumps and piping are shown in Table 1 below.

Table 1. Existing Water Booster Pumps Description

Nominal Pipe Size

(inch) Pump Stage(a) Design

Capacity(a)

Design Head(a)

(ft)

HP

VFD or Fixed Speed

Use/Type

10 P1 5 1000 289 150 Fixed Booster/

Peak Flow

10 P2 5 1000 289 150 Fixed Booster/

Peak Flow

8 P3 3 750 200 50 VFD Booster

4 P4 7 100 312 10 VFD Jockey

8 P5 3 750 200 50 VFD Booster

4 P6 7 100 312 10 VFD Jockey

Notes:

aA request for information was sent to the VA to obtain the design operating points for all six pumps on 01/30/2020 and was not yet received at the time of this report. It is assumed that existing pump stage is the same as proposed pumps for replacement.

VFD – Variable Frequency Drives

Source: Ramboll (Table by Ramboll)

The current operations were described on the existing drawings as follows:

• P1 and P2 are alternating lead and lag pumps for peak flow based on demand

• P3 and P5 are alternating pumps for flows less than peak flow

• P4 and P6 are alternating jockey pumps designed primarily to maintain pressure in the line for the sprinkler system

At the time of the site visit on January 22, 2020, Pump P1 was not connected to the horizontal discharge in the Shallow Pipe Trench Area and Pump P2 was not installed. The system appears to have been operating on the remaining pumps (P3 to P6). See Figures 1 and 2.

SA PUMP STATION

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D2X ASSOCIATES 09/28/23

Figure 1. Missing Dry Pit Vertical Turbine Pump (P1)

Figure 2. Missing Reducer Connection to Surge Valve (P2)

Missing VT Pump (P1)

Connected VT Pump (P2)

Missing Reducer Connection from VT Pump Discharge to

Surge Valve

SA PUMP STATION

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D2X ASSOCIATES 09/28/23

Table 2 below summarizes the design operational pressure set points for the existing pumps.

Table 2. Existing Pump Operation Pressure Set Points

Pump ON OFF

P1 (Lead Peak Flow)

60 psi

Lead ON at 60 psi from pressure controller. Lag ON at extreme low pressure of 55 psi from pressure switch or pressure controller.

70 psi

Lead OFF at 70 psi from pressure controller. Lag OFF at 72 psi from pressure controller or pressure switch.

P2 (Lag Peak Flow) 55 psi 72 psi

P3 or P5 (Alternating) 75 psi

80 psi

OR

If flow <100 gpm for X Time

P4 or P6 (Alternating) 77 psi 80 psi

OR

Disabled if P3 or P5 are ON

Source: Ramboll (Table by Ramboll)

The existing pumps and controls are past their useful life, and the VA wants them to be replaced.

The existing pumps do not operate as outlined in the VA Plumbing Design Manual for Patient Care Buildings which requires a three pump system (N+1) where two pumps can service the facility if one pump is taken out of service. The existing system operates such that one pump can service peak demand, and this pump has a designated backup (P1 and P2) and one pump can service lower demands. This second pump also has a designated backup (P3 and P5). The existing system also has one jockey pump and designated backup (P4 and P6). The jockey pump is meant to maintain a minimum pressure in the water sprinkler system. Flows above peak demand can be met by operating the largest pumps (P1 and P2) simultaneously.

7.2 Scope of Work

This project includes the replacement of all six water booster and jockey pumps. The new pumps shall be dry pit vertical turbine pumps and installed similar to the existing pumps. Pumps P3 thru P6 will have VFDs (matching existing). The new pumps were estimated to provide the same capacity and head as the existing. The pump operation pressure set points for the new pumps shall also be as described in Table 2. Additionally, the existing ground water storage tank shall be cleaned, level sensors checked and replaced if necessary. Confined space requirements are necessary for tank cleaning procedures. These should be in accordance with OSHA CFR 1910.146 and Veterans Affairs design standards.

The new plumbing equipment manufacturers’ data sheets are included in Appendix 1. The following scope of work will be included for this project as directed by VA personnel:

SA PUMP STATION

630A-17-520

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7.2.1 Building 176 – Pump Station Booster Pump Area

• Design to replace six vertical pump motors. Four pumps shall be on VFDs. Electrical replacement is described in Section 8. New controls to connect to the existing building management system (Automated Logic).

• Pump motor sizing shall be coordinated with the pump manufacturer

7.2.2 Building 176 – Pump Station Shallow Pipe Trench Area

• Design for replacing horizontal pipe spools to discharge header for each pump

• Design for replacing two 8-inch surge valves for Pumps P1 and P2

• Design for replacing two 8-inch swing check valves and two 4-inch spring check valves for pump pairs P3/P6 and P4/P5, respectively

• Design for replacing two 10-inch isolation butterfly valves, two 8-inch isolation butterfly valves and two 4-inch isolation butterfly valves, including associated valve stem assemblies. Valve handwheels shall be made accessible from the Booster Pump Area.

• Design for connecting to new vertical shaft of the new multistage vertical turbine pumps (six total). Considerations shall be given for pump/valve removal in the future.

• Design for the installation of pressure gauges on the horizontal before the check and surge valves (six total)

7.2.3 Building 176 – Pump Station Deep Pipe Trench Area

• Design for replacement of dry pit vertical turbine pumps to connect to new discharge piping and valves in Shallow Pipe Trench Area and to motor in the Booster Pump Area

7.2.4 Ground Water Storage Tank

• Clean interior of existing 150,000 gallon ground water storage tank

• Check operability of existing tank level sensors and replace, as necessary

• Water quality testing after cleaning

7.3 Applicable Codes and Standards

The following codes and standards will be used for this project:

• International Building Code 2015 (IBC, as Adopted by New York State)

• International Plumbing Code (IPC)

• American Society of Mechanical Engineers (ASME)/American National Standards Institute

(ANSI); ASME/ANSI B31.9, Building Services Piping

• National Fire Protection Association (NFPA) 90A, Air Conditioning and Ventilating Systems

• New York City (NYC) Building Code

• OSHA CFR 1910.146

• VA Design Standards

SA PUMP STATION

630A-17-520

D2X ASSOCIATES 09/28/23

8. ELECTRICAL BASIS OF DESIGN

The following shall be involved for this project:

• Site investigation to establish existing electrical conditions and verify as-builts

• Design for demolition and installation of the existing four domestic water pumps’ and two fire pumps’ electrical services

• Design for the replacement of the pump station interior and electrical lighting fixtures

• Design for the demolition, rerouting, addition, and reconfiguration of supporting 120/280-V branch power circuitry due to the existing electrical distribution system changes

• Design for the replacement of the pump station electrical service and the existing motor control center (MCC). Existing utility transformer and service entrance cable to the building will remain in place for reuse.

• New DDC system for the meter bypass valve, surge valves, flow meters, tank level sensors, pump VFDs and pressure switches pump to connect to existing BMS systems in Building 89.

The new DDC system shall be compatible to the BMS. The BMS is in process by other of being upgraded to Johnson Controls system.

8.1 General Demolition

The electrical contractor shall de-energize and disconnect all live circuits such that no electrical hazards exist. The electrical contractor shall provide temporary lighting and general use power for use by all trades during the construction period.

8.2 Electric Service

The existing Consolidated Edison, Inc. (Con Edison) pad-mount transformer located at the rear of the pump station will remain. In general, the mechanical equipment replacement will be of similar size and capacity as the existing being replaced. No reports of building service overload conditions were reported or observed. No increase to the building electrical service loading is expected once the project is completed.

8.3 Power Distribution System and Devices

The existing electrical distribution system and equipment in the pump station consist of an underground 480Y/277-V electrical service from the exterior Con Edison transformer, routed through a current transformer enclosure within the pump station to a Square D Model 5 MCC.

The MCC contains various sections with MCC buckets; VFDs for the pumps; a step-down, dry-type transformer to a 208Y/120-V power panel and a programmable logic controller for the pump system controls.

The existing mcc will be removed completely, the service entrance conductors and the conductors from the generator will remain for reuse.

In order to completely replace the existing electrical secondary service and MCC, the pump station will have to take an electrical outage. The VA has indicated that the pumps have been inactive for 2 years and that temporary distribution equipment to source pumps during replacement is not required. During the electrical outage the MCC will be removed completely.

Upon installation of the service entrance rated enclosed circuit breaker and the automatic transfer switch the utility power can be turned back on.

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The pump station 208Y/120-V power panel is also located within the MCC. This power panel will be removed and replaced. The branch circuits will be transferred to the new power panel. This will be essential in maintaining pump station lighting, emergency lighting, fire alarm and pump controls during the changeover.

A main distribution switchboard will be installed after the automatic transfer switch. This main distribution switchboard will source the booster pump VFDs and step-down transformer for the 208Y/120-V power panel.

8.4 Branch Circuits

The branch circuit voltage drop values will be in accordance with Institute of Electrical and Electronic Engineers (IEEE) Std. 141-1993. It should also be noted, however, that a branch circuit voltage drop for general power and lighting circuits cannot exceed 3%.

8.5 Grounding Systems

The existing building grounding system will remain. Equipment grounding conductors will be provided in each proposed feeder and branch circuit raceways in accordance with the NEC.

8.6 Lighting System

The existing interior lighting fixtures in the pump station will be replaced with new light emitting diode (LED) type light fixtures rated for the spaces served. Please refer to the lighting simulations in Appendix 2 for the proposed lighting upgrades.

The existing exterior light fixtures on the building consist of large high-intensity discharge (HID) type fixtures on the building exterior. These HID fixtures have been previously retrofitted with LED drivers and LED packs. The VA should advise if these retrofitted HID fixtures are functional as these could not be tested while in the field, and if the retrofitted HID fixtures should be replaced assuming they are functional.

Additionally, the jelly jar exterior fixtures located over the entrance doors will be replaced with new LED-type fixtures.

The existing interior and exterior light fixture rigid steel conduit/raceway system will be reused to the furthest extent possible. The lighting system circuitry conductors and light switches will be replaced with new.

8.7 Fire Alarm System

The existing fire alarm system will remain. No functional or operational issues have been discussed or are known at this time.

8.8 BMS System

The existing pump station doesn’t have any connection to the BMS system in the main building.

New underground conduit with fiber optic will be installed between the pump station and building 89 where the BMS system is located.

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8.9 Applicable Codes and Standards

The following codes and standards will be used for this project:

• National Electrical Code (NEC)

• Underwriters Laboratories, Inc. (UL)

• National Electrical Manufacturers Association (NEMA)

• Institute of Electrical and Electronic Engineers (IEEE)

• American Society for Testing and Materials (ASTM)

• Insulated Cable Engineers Association (ICEA)

• Association of Edison Illuminating Companies (AEIC)

• Illuminating Engineering Society of North America (IESNA)

• American National Standards Institute (ANSI)

• International Conference of Building Officials (ICBO)

• New York City (NYC) Building Code

• VA Design Standards

• National Fire Protection Association (NFPA) 72, National Fire Alarm Code

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APPENDIX 1

PLUMBING MANUFACTURERS’ DATA/CUT SHEETS

Peerless Pump P1 thru P6

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Peerless Express 21.1.3

G A FLEET & ASSOCIATES, INC · 6 International Drive, Suite 210 · Rye Brook, NY 10573 phone: 914-835-4000 · fax: 914-835-1331

Pump Performance Curve Bowl performance. Adjusted for construction and viscosity.

The duty point represents the head at the bowl.

Performance based on test acceptance - Hyd Ins 14.6 Unilateral (1U)

Performance curve represents typical performance. When tested, only the design flow and head are guaranteed. Contact factory for additional requirements.

Po w er hp Power

H ea d

- f t 9.14 / 8.75 in

9.66 / 8.91 in

7.26 / 7.26 in

0 100 200 300 400 500 600 700 800 900 1,000 1,100 1,200 1,300 1,400 1,500 1,600N

PS

H r -ft

Flow - USgpm

NPSHr

Customer :

Customer ref. / PO :

Tag Number : 001

Service :

Quantity : 1

Quote Number / ID : 1402407

Date last saved : 20 May 2021 2:29 PM

Flow, rated : 1,000 USgpm

Differential head / pressure, rated

: 290.0 ft

Fluid density, rated / max : 1.000 / 1.000 SG

Peerless Model : GL12ME/LC

Stages : 5

Speed, rated : 1785 rpm

Based on curve number : GL12MELC4606114 Rev Jul2020

Efficiency (bowl / pump) : 84.08 / 83.40 %

Power (bowl / pump) : 89.9 / 90.3 hp

Max power (non-overloading) : 92.9 hp

NPSH required : 16.1 ft

Viscosity : 1.00 cP

Cq/Ch/Ce/Cn [ANSI/HI 9.6.7-2010] : 1.00 / 1.00 / 1.00 / 1.00

Flow Head Efficiency Power NPSHr Thrust, total (USgpm) (ft) (%) (hp) (ft) (lbf)

0 409.9 0.00 43.2 - 3,811

144 405.4 30.00 49.1 - 3,476

288 388.4 51.56 54.8 - 3,140

432 374.3 65.90 61.9 - 2,885

576 363.3 74.71 70.7 7.9 2,666

720 353.0 80.09 80.1 9.4 2,431

864 331.6 83.59 86.5 11.8 2,081

1,008 297.3 83.98 90.1 16.4 1,619

1,152 251.0 79.22 92.1 24.5 1,093

1,296 194.0 69.00 92.0 - 575

SA PUMP STATION

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phone: 914-835-4000 · fax: 914-835-1331

Multi-Speed Performance Curve Bowl performance. Adjusted for construction and viscosity.

The duty point represents the head at the bowl.

Performance based on test acceptance - Hyd Ins 14.6 Unilateral (1U)

Performance curve represents typical performance. When tested, only the design flow and head are guaranteed. Contact factory for additional requirements.

Po w er hp 1785 rpm

1607 rpm

1428 rpm 1250 rpm

1071 rpm 893 rpm

0 100 200 300 400 500 600 700 800 900 1,000 1,100 1,200 1,300 1,400 1,500

H ea d

- f t

Flow - USgpm

1785 rpm

1607 rpm

1428 rpm

1250 rpm 1071 rpm

893 rpm

Project name : St. Albans VA Hospital Commissioned Representative

Customer :

Customer ref. / PO :

Quote Number / ID : 1402407 Date last saved : 20 May 2021 2:29 PM

Tag Number : 001 Service :

Peerless Model : GL12ME/LC Quantity : 1 Quoted By (Sales Office) : G.A. FLEET Quoted By (Sales Engineer) : Serdar Umur Stages : 5

Speed, rated : 1785 rpm Flow, rated : 1,000 USgpm Differential head / pressure, rated : 290.0 ft Fluid density, rated / max : 1.000 / 1.000 SG Viscosity : 1.00 cP Cq/Ch/Ce/Cn [ANSI/HI 9.6.7-2010] : 1.00 / 1.00 / 1.00 / 1.00 Based on curve number : GL12MELC4606114 Rev

Jul2020

SA PUMP STATION

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D2X ASSOCIATES 09/28/23

phone: 914-835-4000 · fax: 914-835-1331

"Construction Datasheet"

Customer :

Customer Reference :

Item Number : 001

Pump Size - Stages : GL12ME/LC - 5

Construction

Bowl construction : Discharge Case

Impeller type : Static (single plane) Balance

Impeller fastening : Carbon Steel (lock collets)

Strainer : N/A

Column construction : Direct Connect (No Column Required)

Column dia (nominal) : -

Column pipe length : 0.00 in

Max column length : 0.00 in

Lineshaft diameter : 1.19 in

Lineshaft construction : OLS

Lineshaft lubrication : Product Lubrication

Discharge : Above Base (floor)

Materials

Bowl : Cast iron

Impeller : 316LSS

Bowl bearing : Standard (Bronze/Rubber)

Bowl shaft : 416 Stainless Steel

Bowl wear ring : None

Impeller wear ring : None

Strainer : -

Column : Steel

Lineshaft : 416 SS

Bearing retainer / ELS Tube : -

Lineshaft bearing : Standard (Rubber)

Discharge head : Cast Iron

Sole plate : None

Paint : Standard Peerless Blue

Approximate Weights

Complete pump : 3,033 lb

Driver : 1,903 lb

Quote Number : 1402407

Service :

Date Last Saved : 20 May 2021 2:29 PM

Quantity of Pumps : 1

Motor Information

Manufacturer : Aurora

Vertical shaft type : VHS

Full load speed : 1789 rpm

Power : 100.0 hp

Service Factor : 1.15

Volts / Phase / Hz : 460 V / 3 / 60 Hz

Frame size / Base diameter : 20.00 in

Enclosure : WP1

Duty Type : Continuous duty

Inverter Duty Rated : 0

Efficiency Class, 100%/75%/50% : Premium, 0.00 % / 0.00 % / 95.40

Power factor : 0 / 0 / 0

Driver amp full load : 0.000 A

NEMA design : B

Motor starting : Full Volt

Insulation : F

Ambient temperature : 104.0 deg F

Max altitude : 3300

Thrust rating : Standard High Thrust

Additional information

Pit / sump depth : 0.00 in

Pump length : 77.75 in

Max pump dia below mounting surface

: 13.50 in

Max sphere size : 0.50 in

Total / best lateral setting : 150 in

Max suction pressure** : 0.00 psi.g

Testing

Hydraulic performance test : None

Hydrostatic test : None

Curve approval : No

NPSH test : None

String test : None

Test w/ motor : None

SA PUMP STATION

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Peerless Express 21.1.3ISSUED FOR CONSTRUCTION REV 0 phone: 914-835-4000 · fax: 914-835-1331

General Arrangement Drawing

Notes

1. Unless otherwise specified, dimensions are in

2. Baseplate requires support on all sides.

3. Read instructions before beginning pump assembly or installation.

4. Drawing is preliminary until certified by factory.

APPROXIMATE DRY WEIGHT

Driver 1,903 lb

Discharge Head 375 lb

Column / Shaft 0 lb / 0 lb

Bowl Assembly 755 lb

Total 3,033 lb

GENERAL DATA

Capacity 1,000 USgpm Liquid Cold Water

Head 290.0 ft Specific Gravity 1.000 SG

Pump Speed 1785 rpm

DRIVER DATA

MFGR - Shaft Type OLS

Hp 100.0 hp Enclosure / Type WP1

Volt / Ph / Hz 460 / 3 / 60 Hz Frame / Model 404TP

Service Factor 1.15

Customer Name

Quote No 0

Item No. 001

Project St. Albans VA Hospital

Date 20 May 2021 2:14 PM

0-001

60.62

N/A

42.50

18.12

77.75

6.00

13.30

13.16

1.12

N/A

16.50

1.19

32.09

77.75

N/A

12.12

8.25

N/A

-1.00

GL12ME

11.65

N/A

3.50

No Sump Data

8x8x12/16.5 G

21.25

14.25 1.12

23.50

N/A

NOT

8 inch ANSI FLANGE, 125# RATING

SA PUMP STATION

630A-17-520

D2X ASSOCIATES 09/28/23

phone: 914-835-4000 · fax: 914-835-1331

Customer Price Sheet Total Only Customer Quote Number / ID 1402407

Tag Number 001 Model / Stages GL12ME/LC / 5

Customer ref. / PO Flow, rated 1,000 USgpm

Differential head / pressure, rated

290.0 ft

Speed, rated 1785 rpm

Total Grand Total Lead Time Total

Pump Qty Description

1 GL12ME/LC

Bowl Assembly

Pump Type: New Pump

Bowl Size: GL12ME

Number of Stages: 5 stage

Materials of Construction: Materials (Cast Iron, 316LSS)

Bowl Configuration (Connection)

Top Bowl (Discharge Connection): Discharge Case

Suction: Bell Suction

Shaft, Pump: 1 1/2 inch

Pump shaft material (Bowl Shaft): 416 Stainless Steel

Efficiency: Standard Efficiency

Impeller Wear Rings: None

Bowl Wear Rings: None

Suction Accessory: None

Lateral Travel in Bowl Assembly: Standard

Bowl Bearing Materials: Standard (Bronze/Rubber)

Impeller Balance: Static (single plane) Balance

Dry Pit Application: Yes

Impeller Fastening: Carbon Steel (lock collets)

Bowl Bolting: 18-8 Stainless Steel

Column / Line Shaft / Coupling

Column Pipe Design: Direct Connect (No Column Required)

Line Shaft Lubrication: Product Lubrication

Line Shaft Sleeves: None

Line Shaft Material: 416 SS

Coupling Design: Threaded Coupling

Coupling Material: Carbon Steel

Line Shaft Bearing Material: Standard (Rubber)

Discharge Head

Discharge Head Assembly: 8x8x12/16.5G

Discharge Head Flange Rating: 125#

Discharge Head Material: Cast Iron

Discharge Location: Above Base (floor)

Line Shaft Construction: Open Line Shaft (OLS)

Sealing Type: Packed Stuffing Box (No Stuffing Box Sleeve - Packing Contacts the Shaft)

Motor Spacer Required: No

Column to Discharge Head Fastener Material: 18-8 Stainless Steel

Sole Plate: None

Stuffing Box Bearing Material: Standard (Bronze)

SA PUMP STATION

630A-17-520

D2X ASSOCIATES 09/28/23

phone: 914-835-4000 · fax: 914-835-1331

Pump Qty Description

Driver

Driver Supplied By: Factory

Efficency: Premium

Motor (Design Types): NEMA

Adapter

Adapter Required: No

Coating / Painting Systems

System: Standard factory paint - enamel

Outside Bowl Assembly: Standard factory paint - enamel

Inside Bowl Assembly: Standard Glass/Scotchkote 134

Outside Discharge Head: Standard factory paint - enamel

Inside Discharge Head: None

Testing

Tolerance Type: Hyd Ins 14.6 Unilateral (1U)

Hydrostatic Pressure Tests

Factory Hydrostatic Pressure Test (bowl) with Suction Flange - Non-Witness

Assembly / Match Marking / Shipping

Factory Assembly for Shipment: Factory Assembled

Drawings, Curves, and Instructions

Outline Drawing: Standard Dimension Print "A" size - Grundfos Express Generated

Cross Sectional Drawing: Standard Prints on three "A" size drawing - Grundfos Express Generated

Motor Qty Description

Driver

Motor: Motor-electric, 100hp, 1789rpm, 460/0/0/0V, 3Ph, 60Hz, 404TP, VHS, WP1, PremEff., Stock, Aurora, 46WP1HS100PE**D**X

Commercial Qty Description

1 Incoterms 2020: EXW

Named Place

Named Place: Seller's Facility

SA PUMP STATION

630A-17-520

D2X ASSOCIATES 09/28/23

phone: 914-835-4000 · fax: 914-835-1331

Pump Performance Datasheet Customer :

Customer ref. / PO :

Tag Number : 002 Service :

Quantity : 1

Quote Number / ID : 1402407 Peerless Model : M12LD/LC Stages : 3 Based on curve number : M12LDLC-4605509 Date last saved : 20 May 2021 3:12 PM

Operating Conditions Flow, rated : 750 USgpm Differential head / pressure, rated (requested) : 200.0 ft Differential head / pressure, rated (actual) : 206.4 ft Suction pressure, rated / max : 0.00 / 0.00 psi.g NPSH available, rated : Ample Site Supply Frequency : 60 Hz

Performance Speed, rated : 1775 rpm Impeller diameter, rated : 9.60 / 8.79 in Impeller diameter, maximum : 9.72 / 8.94 in Impeller diameter, minimum : 8.91 / 7.88 in Efficiency (bowl / pump) : 81.99 / 81.09 % NPSH required / margin required : 7.2 / 0.0 ft Ns (imp. eye flow) / Nss (imp. eye flow) : 1,925 / 11,206 US Units MCSF : 150 USgpm Head, maximum, rated diameter : 310.0 ft Head rise to shutoff (bowl / pump) : 50.17 / 50.87 % Flow, best eff. point (bowl / pump) : 721 / 717 USgpm Flow ratio, rated / BEP (bowl / pump) : 104.04 / 104.62 % Diameter ratio (rated / max) : 98.41 % Head ratio (rated dia / max dia) : 94.25 % Cq/Ch/Ce/Cn [ANSI/HI 9.6.7-2010] : 1.00 / 1.00 / 1.00 / 1.00 Selection status : Acceptable

Liquid Liquid type : Cold Water Additional liquid description :

Solids diameter, max : 0.00 in Solids concentration, by volume : 0.00 % Temperature, max : 68.00 deg F Fluid density, rated / max : 1.000 / 1.000 SG Viscosity, rated : 1.00 cP Vapor pressure, rated : 0.34 psi.a

Material Material selected : Material Group, Standard

Pressure Data Maximum working pressure : See the Additional Data page Maximum allowable working pressure : See the Additional Data page Maximum allowable suction pressure : N/A Hydrostatic test pressure : See the Additional Data page

Driver & Power Data (@Max density) Motor sizing specification : Rated power (based on duty point) Margin over specification : 0.00 % Service factor : 1.15 (used) Power, hydraulic : 39.1 hp Power (bowl / pump) : 47.7 / 48.0 hp Max power (non-overloading) : 53.3 hp Nameplate motor rating : 50.0 hp / 37.3 kW

Bowl performance. Adjusted for construction and viscosity.

The duty point represents the head at the bowl.

Performance based on test acceptance - Hyd Ins 14.6 Unilateral (1U) Performance curve represents typical performance. When tested, only the design flow and head are guaranteed. Contact factory for additional requirements.

Po w er hp Power

H ea d

- f t

9.60 / 8.79 in

36 52

82 82

9.72 / 8.94 in

8.91 / 7.88 in

0 100 200 300 400 500 600 700 800 900 1,000 1,100 1,200 1,300 1,400N

PS

H r -ft

Flow - USgpm

NPSHr

SA PUMP STATION

630A-17-520

D2X ASSOCIATES 09/28/23

phone: 914-835-4000 · fax: 914-835-1331

Pump Performance Curve Bowl performance. Adjusted for construction and viscosity.

The duty point represents the head at the bowl.

Performance based on test acceptance - Hyd Ins 14.6 Unilateral (1U)

Performance curve represents typical performance. When tested, only the design flow and head are guaranteed. Contact factory for additional requirements.

Po w er hp Power

H ea d

- f t

9.60 / 8.79 in

36 52

82 82

9.72 / 8.94 in

8.91 / 7.88 in

0 100 200 300 400 500 600 700 800 900 1,000 1,100 1,200 1,300 1,400N

PS

H r -ft

Flow - USgpm

NPSHr

Customer :

Customer ref. / PO :

Tag Number : 002

Service :

Quantity : 1

Quote Number / ID : 1402407

Date last saved : 20 May 2021 3:12 PM

Flow, rated : 750 USgpm

Differential head / pressure, rated

: 200.0 ft

Fluid density, rated / max : 1.000 / 1.000 SG

Peerless Model : M12LD/LC

Stages : 3

Speed, rated : 1775 rpm

Based on curve number : M12LDLC-4605509

Efficiency (bowl / pump) : 81.99 / 81.09 %

Power (bowl / pump) : 47.7 / 48.0 hp

Max power (non-overloading) : 53.3 hp

NPSH required : 7.2 ft

Viscosity : 1.00 cP

Cq/Ch/Ce/Cn [ANSI/HI 9.6.7-2010] : 1.00 / 1.00 / 1.00 / 1.00

Flow Head Efficiency Power NPSHr Thrust, total (USgpm) (ft) (%) (hp) (ft) (lbf)

0 310.0 0.00 35.0 - 3,226

137 294.1 28.10 36.2 - 2,878

274 278.2 50.61 38.1 4.2 2,519

412 261.1 67.15 40.4 5.1 2,212

549 241.6 77.56 43.2 5.3 1,956

686 218.6 81.93 46.2 6.2 1,721

823 191.2 80.58 49.3 9.0 1,468

961 158.7 74.05 52.0 15.0 1,179

1,098 120.4 63.10 52.9 25.3 862

1,235 75.76 48.73 48.5 40.6 537

SA PUMP STATION

630A-17-520

DX ASSOCIATES 09/28/23

phone: 914-835-4000 · fax: 914-835-1331

Multi-Speed Performance Curve Bowl performance. Adjusted for construction and viscosity.

The duty point represents the head at the bowl.

Performance based on test acceptance - Hyd Ins 14.6 Unilateral (1U)

Performance curve represents typical performance. When tested, only the design flow and head are guaranteed. Contact factory for additional requirements.

Po w er hp

1775 rpm

1598 rpm

1420 rpm 1243 rpm

1065 rpm 888 rpm

0 100 200 300 400 500 600 700 800 900 1,000 1,100 1,200 1,300 1,400

H ea d

- f t

Flow - USgpm

1775 rpm 1598 rpm

1420 rpm 1243 rpm1065 rpm888 rpm

Project name : St. Albans VA Hospital Commissioned Representative

Customer :

Customer ref. / PO :

Quote Number / ID : 1402407 Date last saved : 20 May 2021 3:12 PM

Tag Number : 002 Service :

Peerless Model : M12LD/LC Quantity : 1 Quoted By (Sales Office) : G.A. FLEET Quoted By (Sales Engineer) : Serdar Umur Stages : 3

Speed, rated : 1775 rpm Flow, rated : 750 USgpm Differential head / pressure, rated : 200.0 ft Fluid density, rated / max : 1.000 / 1.000 SG Viscosity : 1.00 cP Cq/Ch/Ce/Cn [ANSI/HI 9.6.7-2010] : 1.00 / 1.00 / 1.00 / 1.00 Based on curve number : M12LDLC-4605509

SA PUMP STATION

630A-17-520

DX ASSOCIATES 09/28/23

phone: 914-835-4000 · fax: 914-835-1331

"Construction Datasheet"

Customer :

Customer Reference :

Item Number : 002

Pump Size - Stages : M12LD/LC - 3

Construction

Bowl construction : Discharge Case

Impeller type : Static (single plane) Balance

Impeller fastening : Carbon Steel (lock collets)

Strainer : N/A

Column construction : Direct Connect (No Column Required)

Column dia (nominal) : -

Column pipe length : 0.00 in

Max column length : 0.00 in

Lineshaft diameter : 1.00 in

Lineshaft construction : OLS

Lineshaft lubrication : Product Lubrication

Discharge : Above Base (floor)

Materials

Bowl : Cast iron

Impeller : Al Brz C952

Bowl bearing : Standard (Bronze/Rubber)

Bowl shaft : 416 Stainless Steel

Bowl wear ring : None

Impeller wear ring : None

Strainer : -

Column : Steel

Lineshaft : 416 SS

Bearing retainer / ELS Tube : -

Lineshaft bearing : Standard (Rubber)

Discharge head : Cast Iron

Sole plate : None

Paint : Standard Peerless Blue

Approximate Weights

Complete pump : 1,693 lb

Driver : 924 lb

Quote Number : 1402407

Service :

Date Last Saved : 20 May 2021 3:12 PM

Quantity of Pumps : 1

Motor Information

Manufacturer : Aurora

Vertical shaft type : VHS

Full load speed : 1775 rpm

Power : 50.0 hp

Service Factor : 1.15

Volts / Phase / Hz : 460 V / 3 / 60 Hz

Frame size / Base diameter : 16.50 in

Enclosure : WP1

Duty Type : Continuous duty

Inverter Duty Rated : 0

Efficiency Class, 100%/75%/50% : Premium, 0.00 % / 0.00 % / 94.50

Power factor : 0 / 0 / 0

Driver amp full load : 0.000 A

NEMA design : B

Motor starting : Full Volt

Insulation : F

Ambient temperature : 104.0 deg F

Max altitude : 3300

Thrust rating : Standard High Thrust

Additional information

Pit / sump depth : 0.00 in

Pump length : 51.00 in

Max pump dia below mounting surface

: 18.00 in

Max sphere size : 0.88 in

Total / best lateral setting : 150 in

Max suction pressure** : 0.00 psi.g

Testing

Hydraulic performance test : None

Hydrostatic test : None

Curve approval : No

NPSH test : None

String test : None

Test w/ motor : None

SA PUMP STATION

630A-17-520

DX ASSOCIATES 09/28/23

phone: 914-835-4000 · fax: 914-835-1331

General Arrangement Drawing

Notes

1. Unless otherwise specified, dimensions are in

2. Baseplate requires support on all sides.

3. Read instructions before beginning pump assembly or installation.

4. Drawing is preliminary until certified by factory.

APPROXIMATE DRY WEIGHT

Driver 924 lb

Discharge Head 225 lb

Column / Shaft 0 lb / 0 lb

Bowl Assembly 544 lb

Total 1,693 lb

GENERAL DATA

Capacity 750 USgpm Liquid Cold Water

Head 200.0 ft Specific Gravity 1.000 SG

Pump Speed 1775 rpm

DRIVER DATA

MFGR - Shaft Type OLS

Hp 50.0 hp Enclosure / Type WP1

Volt / Ph / Hz 460 / 3 / 60 Hz Frame / Model 326TP

Service Factor 1.15

Customer Name

Quote No 1402407

Item No. 002

Project St. Albans VA Hospital

Date 20 May 2021 2:48 PM

1402407-002

49.52

N/A

32.52

17.00

51.00

6.00

9.78

11.08

1.00

N/A

14.00

1.00

28.46

51.00

N/A

9.62

7.50

N/A

-1.00

M12LD

11.70

N/A

3.50

No Sump Data

6x6x12 G

17.00

11.44 1.00

19.00

N/A

NOT

6 inch ANSI FLANGE, 125# RATING

SA PUMP STATION

630A-17-520

DX ASSOCIATES 09/28/23

phone: 914-835-4000 · fax: 914-835-1331

Customer Price Sheet Total Only Customer Quote Number / ID 1402407

Tag Number 002 Model / Stages M12LD/LC / 3

Customer ref. / PO Flow, rated 750 USgpm

Differential head / pressure, rated

200.0 ft

Speed, rated 1775 rpm

Total Lead Time Total 8 wks

Pump Qty Description

1 M12LD/LC

Bowl Assembly

Pump Type: New Pump

Bowl Size: M12LD

Number of Stages: 3 stage

Materials of Construction: Materials (Cast Iron, Alum Bronze)

Bowl Configuration (Connection)

Top Bowl (Discharge Connection): Discharge Case

Suction: Bell Suction

Shaft, Pump: 1 1/2 inch

Pump shaft material (Bowl Shaft): 416 Stainless Steel

Efficiency: Standard Efficiency

Impeller Wear Rings: None

Bowl Wear Rings: None

Suction Accessory: None

Lateral Travel in Bowl Assembly: Standard

Bowl Bearing Materials: Standard (Bronze/Rubber)

Impeller Balance: Static (single plane) Balance

Dry Pit Application: No

Impeller Fastening: Carbon Steel (lock collets)

Bowl Bolting: 18-8 Stainless Steel

Column / Line Shaft / Coupling

Column Pipe Design: Direct Connect (No Column Required)

Line Shaft Lubrication: Product Lubrication

Line Shaft Sleeves: None

Line Shaft Material: 416 SS

Coupling Design: Threaded Coupling

Coupling Material: Carbon Steel

Line Shaft Bearing Material: Standard (Rubber)

Discharge Head

Discharge Head Assembly: 6x6x12G

Discharge Head Flange Rating: 125#

Discharge Head Material: Cast Iron

Discharge Location: Above Base (floor)

Line Shaft Construction: Open Line Shaft (OLS)

Sealing Type: Packed Stuffing Box (No Stuffing Box Sleeve - Packing Contacts the Shaft)

Motor Spacer Required: No

Column to Discharge Head Fastener Material: 18-8 Stainless Steel

Sole Plate: None

Stuffing Box Bearing Material: Standard (Bronze)

SA PUMP STATION

630A-17-520

DX ASSOCIATES 09/28/23

phone: 914-835-4000 · fax: 914-835-1331

Pump Qty Description

Driver

Driver Supplied By: Factory

Efficency: Premium

Motor (Design Types): NEMA

Adapter

Adapter Required: No

Coating / Painting Systems

System: Standard factory paint - enamel

Outside Bowl Assembly: Standard factory paint - enamel

Inside Bowl Assembly: Standard Glass/Scotchkote 134

Outside Discharge Head: Standard factory paint - enamel

Inside Discharge Head: None

Testing

Tolerance Type: Hyd Ins 14.6 Unilateral (1U)

Assembly / Match Marking / Shipping

Factory Assembly for Shipment: Factory Assembled

Drawings, Curves, and Instructions

Outline Drawing: Standard Dimension Print "A" size - Grundfos Express Generated

Cross Sectional Drawing: Standard Prints on three "A" size drawing - Grundfos Express Generated

Motor Qty Description

Driver

Motor: Motor-electric, 50hp, 1775rpm, 460/0/0/0V, 3Ph, 60Hz, 326TP, VHS, WP1, PremEff., Stock, Aurora, 46WP1HS50PE**D**X

Commercial Qty Description

1 Incoterms 2020: EXW

Named Place

Named Place: Seller's Facility

SA PUMP STATION

630A-17-520

DX ASSOCIATES 09/28/23

phone: 914-835-4000 · fax: 914-835-1331

Pump Performance Datasheet Customer :

Customer ref. / PO :

Tag Number : 003 Service :

Quantity : 1

Quote Number / ID : 1402407 Peerless Model : 6LB/LC Stages : 7 Based on curve number : 6LBLC-2616324 Date last saved : 20 May 2021 3:19 PM

Operating Conditions Flow, rated : 100 USgpm Differential head / pressure, rated (requested) : 312.0 ft Differential head / pressure, rated (actual) : 329.7 ft Suction pressure, rated / max : 0.00 / 0.00 psi.g NPSH available, rated : Ample Site Supply Frequency : 60 Hz

Performance Speed, rated : 3540 rpm Impeller diameter, rated : 4.47 / 3.96 in Impeller diameter, maximum : 4.47 / 4.47 in Impeller diameter, minimum : 4.47 / 3.88 in Efficiency (bowl / pump) : 71.31 / 69.90 % NPSH required / margin required : 8.3 / 0.0 ft Ns (imp. eye flow) / Nss (imp. eye flow) : 1,920 / 7,140 US Units MCSF : 30 USgpm Head, maximum, rated diameter : 489.3 ft Head rise to shutoff (bowl / pump) : 52.21 / 52.28 % Flow, best eff. point (bowl / pump) : 108 / 107 USgpm Flow ratio, rated / BEP (bowl / pump) : 92.95 / 93.13 % Diameter ratio (rated / max) : 94.02 % Head ratio (rated dia / max dia) : 76.45 % Cq/Ch/Ce/Cn [ANSI/HI 9.6.7-2010] : 1.00 / 1.00 / 1.00 / 1.00 Selection status : Acceptable

Liquid Liquid type : Cold Water Additional liquid description :

Solids diameter, max : 0.00 in Solids concentration, by volume : 0.00 % Temperature, max : 68.00 deg F Fluid density, rated / max : 1.000 / 1.000 SG Viscosity, rated : 1.00 cP Vapor pressure, rated : 0.34 psi.a

Material Material selected : Material Group, Standard

Pressure Data Maximum working pressure : See the Additional Data page Maximum allowable working pressure : See the Additional Data page Maximum allowable suction pressure : N/A Hydrostatic test pressure : See the Additional Data page

Driver & Power Data (@Max density) Motor sizing specification : Rated power (based on duty point) Margin over specification : 0.00 % Service factor : 1.15 (used) Power, hydraulic : 8.1 hp Power (bowl / pump) : 11.4 / 11.6 hp Max power (non-overloading) : 11.6 hp Nameplate motor rating : 15.0 hp / 11.2 kW

Bowl performance. Adjusted for construction and viscosity.

The duty point represents the head at the bowl.

Performance based on test acceptance - Hyd Ins 14.6 Unilateral (1U) Performance curve represents typical performance. When tested, only the design flow and head are guaranteed. Contact factory for additional requirements.

Po w er hp

Power

H ea d

- f t

4.47 / 3.96 in 54

4.47 / 4.47 in

4.47 / 3.88 in

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200N

PS

H r -ft

Flow - USgpm

NPSHr

SA PUMP STATION

630A-17-520

DX ASSOCIATES 09/28/23

phone: 914-835-4000 · fax: 914-835-1331

Pump Performance Curve Bowl performance. Adjusted for construction and viscosity.

The duty point represents the head at the bowl.

Performance based on test acceptance - Hyd Ins 14.6 Unilateral (1U)

Performance curve represents typical performance. When tested, only the design flow and head are guaranteed. Contact factory for additional requirements.

Po w er hp

Power

H ea d

- f t

4.47 / 3.96 in 54

4.47 / 4.47 in

4.47 / 3.88 in

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200N

PS

H r -ft

Flow - USgpm

NPSHr

Customer :

Customer ref. / PO :

Tag Number : 003

Service :

Quantity : 1

Quote Number / ID : 1402407

Date last saved : 20 May 2021 3:19 PM

Flow, rated : 100 USgpm

Differential head / pressure, rated

: 312.0 ft

Fluid density, rated / max : 1.000 / 1.000 SG

Peerless Model : 6LB/LC

Stages : 7

Speed, rated : 3540 rpm

Based on curve number : 6LBLC-2616324

Efficiency (bowl / pump) : 71.31 / 69.90 %

Power (bowl / pump) : 11.4 / 11.6 hp

Max power (non-overloading) : 11.6 hp

NPSH required : 8.3 ft

Viscosity : 1.00 cP

Cq/Ch/Ce/Cn [ANSI/HI 9.6.7-2010] : 1.00 / 1.00 / 1.00 / 1.00

Flow Head Efficiency Power NPSHr Thrust, total (USgpm) (ft) (%) (hp) (ft) (lbf)

0 489.3 0.00 7.4 - 1,140

18 447.0 25.25 8.0 - 1,010

36 423.6 43.18 8.9 - 935

54 405.4 55.80 9.8 8.0 873

71 382.6 64.43 10.7 8.0 798

89 348.5 69.72 11.3 8.0 698

107 300.1 71.66 11.3 8.6 573

125 238.1 69.53 10.8 10.3 429

143 166.6 61.95 9.7 13.5 278

161 93.12 46.84 8.1 18.6 140

SA PUMP STATION

630A-17-520

DX ASSOCIATES 09/28/23

phone: 914-835-4000 · fax: 914-835-1331

Multi-Speed Performance Curve Bowl performance. Adjusted for construction and viscosity.

The duty point represents the head at the bowl.

Performance based on test acceptance - Hyd Ins 14.6 Unilateral (1U)

Performance curve represents typical performance. When tested, only the design flow and head are guaranteed. Contact factory for additional requirements.

Po w er hp

3540 rpm 3186 rpm

2832 rpm 2478 rpm

2124 rpm1770 rpm

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180

H ea d

- f t

Flow - USgpm

3540 rpm 3186 rpm

2832 rpm2478 rpm2124 rpm1770 rpm

Project name : St. Albans VA Hospital Commissioned Representative

Customer :

Customer ref. / PO :

Quote Number / ID : 1402407 Date last saved : 20 May 2021 3:19 PM

Tag Number : 003 Service :

Peerless Model : 6LB/LC Quantity : 1 Quoted By (Sales Office) : G.A. FLEET Quoted By (Sales Engineer) : Serdar Umur Stages : 7

Speed, rated : 3540 rpm Flow, rated : 100 USgpm Differential head / pressure, rated : 312.0 ft Fluid density, rated / max : 1.000 / 1.000 SG Viscosity : 1.00 cP Cq/Ch/Ce/Cn [ANSI/HI 9.6.7-2010] : 1.00 / 1.00 / 1.00 / 1.00 Based on curve number : 6LBLC-2616324

SA PUMP STATION

630A-17-520

DX ASSOCIATES 09/28/23

phone: 914-835-4000 · fax: 914-835-1331

"Construction Datasheet"

Customer :

Customer Reference :

Item Number : 003

Pump Size - Stages : 6LB/LC - 7

Construction

Bowl construction : Threaded Discharge

Impeller type : Static (single plane) Balance

Impeller fastening : Carbon Steel (lock collets)

Strainer : N/A

Column construction : Direct Connect (No Column Required)

Column dia (nominal) : -

Column pipe length : 0.00 in

Max column length : 0.00 in

Lineshaft diameter : -1.00 in

Lineshaft construction : OLS

Lineshaft lubrication : Product Lubrication

Discharge : Above Base (floor)

Materials

Bowl : Cast iron

Impeller : Al Brz C952

Bowl bearing : Standard (Bronze/Rubber)

Bowl shaft : 416 Stainless Steel

Bowl wear ring : None

Impeller wear ring : None

Strainer : -

Column : Steel

Lineshaft : 416 SS

Bearing retainer / ELS Tube : -

Lineshaft bearing : Standard (Rubber)

Discharge head : Cast Iron

Sole plate : None

Paint : Standard Peerless Blue

Approximate Weights

Complete pump : 528 lb

Driver : 178 lb

Quote Number : 1402407

Service :

Date Last Saved : 20 May 2021 3:19 PM

Quantity of Pumps : 1

Motor Information

Manufacturer : GE

Vertical shaft type : VHS

Full load speed : 3525 rpm

Power : 15.0 hp

Service Factor : 1.15

Volts / Phase / Hz : 460 V / 3 / 60 Hz

Frame size / Base diameter : 10.00 in

Enclosure : WP1

Duty Type : Continuous duty

Inverter Duty Rated : 0

Efficiency Class, 100%/75%/50% : Premium, 91.00 % / 92.80 % / 92.70 %

Power factor : 88 / 85.8 / 79.4

Driver amp full load : 14.08 A

NEMA design : B

Motor starting :…