Attachment 12 - MEP Narrative_Including Geotechnical Report.pdf

Consulting Engineers In: NY, NJ, PA, CT, VT, MA, RI

Sterile Processing Service (SPS) Relocation 100% Submission

VA #: 689-408

www.fellp.com

Prepared By:

Fellenzer Engineering, LLP

22 Mulberry Street, Suite 2A

Middletown, NY 10940

845-343-1481

June 16, 2023

F E

P ro je ct

N o

-1

VA Connecticut Healthcare System

(VACHS)

West Haven Campus 950 Campbell Avenue West Haven, CT 06516

SPS RELOCATION AND RENOVATION DESIGN 100% Contract Documents NARRATIVE

PROJECT NO. 689-408 16 June 2023

INDEX

I. MEP/FP/Site/Civil Executive Summary

II. MEP/FP/Site/Civil Project Scope

III. MEP/FP/Site/Civil Design Intent Narrative

a. Codes & Standards

b. Site/Civil

c. Mechanical

d. Electrical

e. Plumbing

f. Fire Protection

g. Energy Efficiency

h. Tie-in Points

i. Deduct Alternates

IV. Calculations

a. Electrical

b. Mechanical

c. Plumbing

V. Equipment Cutsheets

VI. Sub-Surface Exploration Report

VII. Response to 95% Comments

I. MEP/FP Executive Summary

The VA Medical Center Surgical Department at the VA Connecticut Healthcare System; West Haven currently lacks a dependable Sterile Processing Service (SPS). The existing space is outdated, and the existing HVAC system is undersized, not designed to current standards, and failing along with other building systems that service the space.

The existing location of the Sterile Processing Service is problematic as it is directly located above large sub-grade confined spaces with failing and leaking steam systems that contribute to high temperature and high humidity in the sterile processing space.

VAMC West Haven is seeking full Design and Construction Administration services, and Activation support to relocate the SPS to a new space that will integrate the most current VA Standards for SPS, Space & Arrangement, Building Systems, Equipment, and Technology.

A written narrative shall be provided as part of each design submission. The narrative, or basis of design, shall be provided to elaborate on and provide an explanation of key design decisions relating to constructability, and in general to communicate all information relevant to the design submission.

II. Project Scope

Review the locations of existing mechanical, electrical, plumbing, fire protection, HVAC, communications, etc. system’s drawings within the project area and document and verify their locations. The MEP/C s hall have a thorough understanding of the existing conditions within the project limits.

Design Scope

General: The MEP/C Team shall develop and provide a set of drawings and Specifications for conceptual, design development and final design purposes which meet the previously stated Project

Scope and Objectives. The MEP/C shall also provide equipment arrangement locations. The MEP/C shall design for LEED Silver Certification where economically feasible. Documentation for application for Certification will not be required.

The MEP/C shall work closely with the VA Project Management through the conceptual planning and design phases to ensure coordination with various VA staff through detailed phasing plans. The drawings shall contain boldly printed instructions requiring the same level of coordination by the construction contractor and subcontractors.

Civil: The MEP/C shall provide pre-design subsurface soils investigation, design of and detailed construction drawings and specifications for: site clearing, excavation and trenching, and demolition, calculations, and documentation as required and including but not limited to; a Stormwater

Management Plan to demolish any on site structure as required for this project, Environmental

Protection Plan, Stormwater and Dewatering Wastewaters from Construction Activities permitting plan and installation of any new structures as required. The MEP/C shall update the master site plan with the proposed work.

Mechanical: The MEP/C shall review all available documents from the facility and perform site visits as required to evaluate the location of all HVAC equipment, controls, and components as required. The

MEP/C shall provide mechanical design, calculations, and documentation.

The MEP/C shall perform a load analysis for the proposed space to determine all requirements in accordance with VA Operating Room requirements as outlined in the VA Technical Information Library.

Plumbing: The MEP/C shall provide design of and detailed construction drawings and specifications as required and as they pertain to the requirements of the redesign and modifications to the OR.

Electrical: The MEP/C shall provide design of and detailed construction drawings and specifications for:

General Electrical Information, Electrical Demolition, as required in accordance with required equipment and controls.

Communications: The MEP/C shall evaluate the existing detailed construction drawings and specifications as required and as they pertain to the requirements of the redesign and modifications to the space.

III. Design Intent Narrative

a. Codes & Standards

1. VA Directives, Design Manuals, Master Specifications, VA Nation CAD Standard Application

Guide, and other Guidance on the Technical Information Library (TIL)

2. International Building Code (2018 IBC where referenced in VA Design Documents)

3. NFPA 101 Life Safety Code (see notes below)

4. NFPA national Fire Codes with exception of NFPA 5000 and NFPA 900

5. N/A

6. Building Codes of New York State (2018)

7. National Electric Code (NEC)

8. N/A

9. ASHRAE Handbooks

10. Occupational, Safety and Health Administration (OSHA) Standards.

11. The Provisions for Construction and Safety Signs. Stated in the General Requirements Section

01010 of the VA Master Construction Specification

12. Safety Code of Elevators and Escalators, American Society of Mechanical Engineers (ASME) a

17.1

13. ASME Boiler and Pressure Vessel Code

14. ASME Code for Pressure Piping

15. Architectural Barriers Act Accessibility Standards (ABAAS) including VA supplement, Barrie Free

Design Guide (PG-18-13)

16. Building Code Requirements for Reinforced Concrete, American Concrete Institute and

Commentary (ACI 318)

17. Manual of Steel Construction. Load and Resistance Factor Design Specifications for Structural

Steel buildings, American Institute of Steel Construction (AISC)

18. VA Fire Protection Design Manual

19. VA PG-18-13 Barrier Free Design Standard, along with ABAAS

20. VA Physical Security and Resiliency Design Manual.

21. ASTM Specification D-1586

b. Site Civil

Existing Area

The project site is located on the North and East sides E-wing of building 1 which building 31 is connected

to. It can be accessed through an access road behind building 1 which can be accessed from the Campbell Ave entrance. This access road is used for deliveries and for VA maintenance vehicles.

Proposed Construction

NEW SPS building: The proposed project consists of the construction of a, 8400 square foot Sterile Processing Center (SPS) addition to building #1 on the East side of the campus.

Site Improvements - New site improvements will include concrete walkways, concrete curbing, landscaping, and stormwater line update per new building.

The existing storm manholes and piping within the SPS addition shall all be removed and replaced. The storm piping shall be installed beneath the proposed sub ground slab. A new curb shall be provided which meets the physical security guidelines of 50 feet from the building. New lighting is proposed as well as new landscaping.

Sub-Surface Exploration

A sub-surface investigation for a geotechnical engineering report was performed on January 17, 2023 by GEODesign and drilled by General Borings, Inc. in the area of the new construction.

A total of two borings B-1 and B-2 were performed using hollow-stem augers to depths of approximately

10.8 feet to 20.5 feet. Fill was encountered below the surface materials in both borings. The fill extended to a depth of approximately 13.5 feet beneath existing grades.

Glacial till was encountered beneath the fill of Boring B-1 and extended to depths of approximately 20.5 beneath the existing grades.

Rock coring was performed using a 5-foot long NX core barrel to verify the presence of rock and to assess its quality, as indicated by core recovery and rock quantity designation (RQD).

Groundwater was not encountered in the borings with the depths explored up to a maximum depth of approximately 25.5 feet below the existing grades.

Two borings were performed 100 feet east for another project. These borings encountered fill to depths of approximately 5 to 13 feet beneath existing grades before encountering bedrock directly below the fill.

Per Table 1806.2 of the 2022 Connecticut State Building Code, a coefficient of friction of 0.35 is recommended for footings bearing on structural fill. For earthquake design, the soils are not considered to be subject to liquefaction.

Representative soil samples were sent to TerraSense LLC of Totowa, New Jersey for sieve analysis.

A table for Design for Lateral Load can be found on page 6 of the report which lists: Equivalent Fluid Pressure (Active Case) 35 pcf, Equivalent Fluid Pressure (AS-Rest Case) 55 pcf, Unit Weight 125 pcf, Friction Angle 34 degrees, Active Earth Pressure Ka 0.28, At-Rest Earth Pressure Ko 0.44..

The results of the GEODesign report are included in the appendix.

Floodplain

The provided FEMA FIRMette maps indicate that the project site is outside of the 100-year floodplain.

Soils

The provided USDA Web Soil Survey Map show that the underlying soils of the project area are Udorthents-Urban Land Complex (306). According to a geotechnical report conducted in July 2011, subsurface investigation discovered that the site contained changing depths of fill material on top of lacustrine silt and clay deposits. The fill material was found to contain a mixture of silt, clay, sand and gravel with trace amounts of brick and coal. The maximum net allowable bearing pressure was determined to be 3,000 pounds per square foot (psf).

Utilities

Existing utilities consist of electric, sewer main, stormwater main, fire main and an oxygen gas line. The proposed SPS building will be designed with separately piped storm systems that exit the building and will be connected to the existing stormwater manhole. Some of the existing utilities conflict with the location for the proposed SPS building and improvements:

1. Stormwater Line and Manholes – Existing there are three (3) stormwater manholes that are within the footprint of the new SPS that will be demolished along with the connecting stormwater line for each one. The existing inverts and pipe sizes shall be verified in the field by the contractor for the construction phase of the project. For the new SPS building a new stormwater line will connect to the roof drain and connect to the existing manhole on the north side of the building.

2. Electric – There is an existing concrete encased duct bank for 480V Line, 13.8kV line and telephone line that is to remain in place and passes under the northwest corner of the new SPS. There is also a concrete encased duct bank for 208V to be removed on the west side of the new SPS due to the Load Center being relocated to the inside of Building 1. The conduits run across the access road to Building 1 from the open grass area in front of the existing Building 31 and shall remain in place.

3. Site Lighting – One existing light pole will have to be replaced due to the relocation and addition of the new concrete curbing for the 50-foot buffer between the access road and the new SPS building.

With this new location of the light pole the existing utility line will have to be demolished and relocated.

Traffic and Parking

The access road that runs to the entrance of the SPS Building 31 is a two-way road that is used for deliveries at the rear for Building 1. There is no public access on this road and no parking will be required.

Any traffic on this road if for the deliveries going to the loading bay for Building 1. Any areas that will require new pavement will be paved in accordance with NYSDOT specifications. No reduction in parking spaces is anticipated as a result of this project.

Environmental

Since the proposed project consists of adding building space and typical exterior improvements within VA property boundaries that has substantially been developed over the years, it is not expected to cause a substantial impact to the surrounding environment. Additionally, the proposed project consists of new construction less than 75,000 gross square feet. Therefore, it is recommended that the proposed project qualify as a Categorical Exclusion under the NEPA guidelines. Stormwater and erosion and sediment control Best Management Practices (BMPs) will be utilized during construction to ensure further protection to the surrounding area from construction activities. A NEPA “CATEX” form will be provided to the GEMS department for review.

Exterior Physical Security

Protective passive security barriers such as curbing will be added to meet the required physical safety measures and comply with the requirements in the Physical Security Design Manual for Mission‐Critical Facilities and Emergency Departments. Additional anti-ram barriers will be incorporated into landscaping and hardscaping around the site; the proposed plaza area will act as a structural barrier to the main entrance, and proposed trees will be located around this area and the ambulance drop-off area for additional protection.

A 50-foot standoff distance will be provided in front of the proposed entrance to secure SPS Building 31.

c. Mechanical

i. Design Conditions

Summer: 90.6F DB / 73.8F WB (.4% DB/.4% WB For Mission Critical 100% Outdoor Air)

Winter: -1.5F DB (For Mission Critical 100% Outdoor Air)

ii. Indoor Environmental Conditions

See attached document for all environmental conditions.

iii. Building Operation Schedule

All spaces will have occupancy schedules agreed to by the Owner and programmed by the BMS control subcontractor (Space is generally occupied 24/7).

iv. HVAC

Air Handling Systems

The new SPS addition will be served by five (5) dedicated variable air volume air handling units (AHU) located in the new penthouse.

AHU-1:

100% Outdoor Air

Nominal Airflow: 1250 CFM

Serving Administration Area

AHU-2: (Reference Section I for Deduct Alternate)

100% Outdoor Air

Nominal Airflow: 1100 CFM

Serving Scope Decon. & Processing Areas

AHU-3:

100% Outdoor Air

Nominal Airflow: 5000 CFM

Serving Prep & Decon. Work Areas

AHU-4: (Reference Section I for Deduct Alternate)

100% Outdoor Air

Nominal Airflow: 2200 CFM

Serving Locker & Shower Room Areas

AHU-5:

100% Outdoor Air

Nominal Airflow: 1100

Serving Sub-Ground Areas

The new units will provide conditioned air to the CV/VAV/FC terminal boxes for proper zoning and temperature control. The coils for the SPS space shall be set in a pre-heat, cooling, reheat arrangement.

The central station AHUs shall also include:

Humidity Control (Humidification and Dehumidification)

Required room minimum and total air changes per hour, Required room outdoor air changes per hour, Air-side Economizer cycle

Energy recovery systems are prohibited in all SPS areas (See 3.6.4 Exceptions Energy Recovery Equipment in the Design Manual)

Air Filtration:

o Pre-filters (PF-1 = MERV7) and (PF-2 = MERV11) o After filters = MERV14

Cooling Source: (Reference Section I for Deduct Alternate)

The primary cooling (175 GPM) will come from the central chiller plant (EWT: 45°F, ΔT: 10°F). The secondary chilled water service (135 GPM) will come from the new SPS own chiller plant (EWT: 42°F, ΔT:12°F) located in the Mechanical Room.

Heating Source: (Reference Section I for Deduct Alternate)

All air handler units will be provided with face and bypass steam preheat coil.

A new heat skid (steam to hot water heat exchanger) will provide a total of 60 GPM to all reheat coils for the corresponding air handlers and terminal units.

Humidification Source: (Reference Section I for Deduct Alternate)

An electric steam generator will be provided for each air handler. The source of the clean steam will be RO water from the new Reverse Osmosis System.

General Exhaust System:

Will be provided for toilet areas, waiting rooms and other spaces per the VA Design Guide.

Exhaust System: (Reference Section I for Deduct Alternate)

The new SPS addition will be served by five (5) utility exhaust fans located in the new penthouse.

Energy Recovery:

Not applicable in SPS areas.

Emergency Power:

Required – See Electrical portion of the report.

Individual Temperature Controls:

Each zone or space will consist of a Variable Air Volume/Constant Volume terminal box with an integral hot water reheat coil. Controls will tie-in with the existing BMS Control System.

Room Air Balance

Spaces requiring positive or negative room pressure will be balanced with Pressure Independent Constant Volume (CV) or Terminal (TROX) valves on the supply/exhaust/return ducts. Special exhaust system spaces requiring equal pressure will be balanced with variable air volume terminal units where possible to reduce energy consumption

AHU Design Elements:

Motors – Proposed EC fan motors to run at no higher than 60 HZ.

Basis of Design is Daikin with ABB Variable Frequency Drives.

HVAC system equipment shall be controlled with a full DDC Controls system.

Control system shall be fully compatible with the existing BMS. Specification Section 23 09 23 prevails.

VFD’s to have non-volatile memory

VA to forward a copy of standard controls specification where possible.

Filters - basis of design is Cam-Fil.

Use Air Flow Measuring Station at fan inlet - Ebtron Inlet Probe.

Copper Chilled water coils as basis of design. Chilled water coils shall not be coated.

All SPS HVAC units shall be on emergency power.

Use 480V where possible.

Steam Preheat coils shall be sized for 10 PSIG

AHU Reheat coils should be sized for 150F to 180 F heating hot water.

Drain pans should extend at least 12” in front of the coils to catch as much condensate as possible.

All dampers shall be Marine Grade with stainless steel linkage on Outdoor Air dampers.

d. Electrical

Existing Conditions

Prior to the Demolition for the new SPS, two panels on the ground floor (NHB1-G1B1 and LHB1-G1B1) located in Load Center G291B, shall be removed and relocated to clear construction for new door installations. A third panel, labeled SPD-A, in the Sub-ground floor shall be relocated to allow for the construction of a new corridor. Before the existing wing is demolished for the new SPS space, two panels in the win’s electrical closet are to be removed and wired back to the bus duct located in G169.

Power Distribution

Power for the new SPS will be sourced from several locations. Normal, Critical, and Life Safety branches will be sourced from a nearby Electrical Room, Room G-291B, adjacent to the new SPS. Equipment branches will be sourced from Load Center 1-B for Utility power and from Building 39 for Emergency power.

Normal Power will be obtained from Panel NDP, rated at 480V. A 400 Amp spare circuit breaker will provide the power to a new 400 Amp panel in the penthouse for 277/480V normal power loads. Another 250 Amp spare circuit breaker in NDP will be used to provide power to a new 112.5KVA step-down transformer to feed a new 400 Amp 120/208V panel in the penthouse. These two panels will provide the necessary connections for all Normal loads.

Critical Power will be obtained from Panel B1-ES-DP, rated at 480V. An existing 100 Amp spare circuit breaker will be utilized to power a new 277/480V, 100 Amp panel for the new SPS. This 480V panel will feed a 35KVA step-down transformer to feed a new 120/208V, 100 Amp panel for all critical loads. These two panels will provide the necessary connections for all Critical loads.

Life Safety Power will be obtained from Panel B1-ES-DP, rated at 480V. An existing 100 Amp spare circuit breaker will be utilized to power a new 277/480V, 100 Amp panel for the new SPS. This 480V panel will feed a 35KVA step-down transformer to feed a new 120/208V 100 Amp panel. These two panels will provide the necessary connections for all Life Safety loads.

Equipment power will be obtained from two 480V spare 800 Amp circuit breakers; Emergency power will be obtained from the Generator Panel located in Building 39, and Utility power will be obtained from LC1B-B located in Load Center 1B, in room SG110. These will then be wired to a new 480V 800 Amp Automatic Transfer Switch located in G-291B. The load side of the new ATS will feed two 277/480V panels and a 112.5KVA step-down transformer for a third panel rated at 120/208V. Combined, these three panels will provide power to all equipment loads.

Voltage will be 208V or 480V depending on selection of equipment. Preferred voltage of larger equipment is 480V.

New wiring shall be copper type THHN-2 or XHHW, and shall be contained in RGS, EMT, FMC, LFMC, or other specialty raceways, depending on the installation conditions.

It is assumed that the existing normal and essential electrical systems have adequate capacity to support the new SPS addition.

It’s anticipated that the new SPS will require approximately 951kW of electrical power, allocated as shown below. As previously discussed, this power will be split up amongst the branches and sourced from various locations of the existing electrical distribution system.

Electrical Loads by Type:

Normal: 346 kW

Life Safety: 19 kW

Critical: 52 kW

Equipment: 567 kW Total 984 kW

Lighting

Lighting for the new SPS shall be all LED based, affording the best efficiency, longevity, and lifecycle cost to the facility. Fixtures will be selected to meet both the functional and aesthetic needs of the facility.

The majority of the lighting design approach will be focused on using troffers (2x2 or 2x4 recessed fixtures) and downlights for general lighting, with other specialty fixtures for task and decorative lighting as necessary. Emergency lighting will be provided by connecting the SPS lighting on the life safety branch.

This will allow for continuous lighting even when the utility power is down. Exit signs will also be LED, and will be architectural edge-lit type or similar.

Lighting controls will be incorporated to maximize energy efficiency, utilizing vacancy sensors, dimming controls, daylight harvesting, and other design approaches as appropriate. Target lighting levels will be per the table below.

Target Lighting Levels by Space

Space Type Target Lighting Level (Foot-candles)

Office 30-40

Corridor 10-15

Toilet 20-30

Supply/Utility/Linen Closet 15-20

Electrical Room/Closet 10

Mechanical Room/Closet 20

IT Room/Closet (TR) 50

Equipment Room 30

Vestibule 40-50

Storage 10

Data/Telephone

All new data/telephone ports will be wired using CAT6 cable; green for phone, orange for data. Quad data jacks are the standard for all locations. Individual ports will be routed to Telecom Room (TR) within the new SPS. Backbone cabling will be (12) strands of single-mode fiber optic cable.

TR Room

The TR Room is located on the ground floor room G108, and will be housing the new IT Rack. The IT rack will provide data/ telephone connections to the new SPS. The IT rack will include (2) 48-port patches, (2) 5kW UPS systems with (2) power distribution units. The rack will also be sharing its space with the Physical Security Equipment (to be added by others).

Due to the smaller size of the TR Room, the cable tray will not be sized to VA’s standards, however it will provide all the necessary cable tray requirements. The fiber (backbone) tie-in points will be wired back to main server room located in the sub-ground level of Building 1, room SG105. The (12) strand single-mode fiber optic cable will need to be routed between the TR Room and the main server room, SG105.

Fire Alarm System

The fire alarm system in the new SPS will also be an extension of the existing fire alarm system, which is located in the Sub-ground floor, room S-21-G. It is assumed that there is adequate space for the new fire alarm connections on this panel. Initiating devices and notification appliances will be provided in accordance with applicable codes and in coordination with the Safety & Fire Protection Engineer on site.

The fire alarm system design will strive to provide maximum patient and personnel safety, while minimizing any potential nuisance tripping through the proper selection and placement of devices.

All fire alarm wires shall be in red colored conduit and junction boxes.

e. Plumbing

Domestic Water New cold (60 WSFU), hot (35 WSFU) and return hot water piping shall tie into the existing building (Reference Drawings for connection points). The piping will be run in the ceiling of the proposed first floor and will stub down to the new fixtures and appliances in the new SPS. The new hot water return piping shall route to all new plumbing fixtures and allow for proper circulation of the hot water to prevent dead ends in the lines.

The hospital has sufficient domestic cold and hot water capacity to serve the new SPS addition without supplemental heating.

All piping shall be type L copper and insulated for temperature and condensation control.

A new water treatment system (Reverse Osmosis) will serve the automatic cart wash, and the new steam generators, and the washers.

Sanitary and Vent Piping

New sanitary and vent piping shall be installed for all fixtures. The 6” (180 DFU) sanitary outlet shall exit the building Plan North of the new addition and tie into existing site manholes.

The vent piping shall route up through the new roof in various locations. All sanitary and vent piping shall be service class cast iron pipe or no-hub cast iron pipe.

Storm Piping

New storm piping shall be installed for all new roof drains and routed directly outside the building line to various on-site manholes. All primary storm piping shall be service weight cast iron bell and spigot or no-hub cast iron pipe.

Roof drains shall be 3”, 4”, 5” and 6” diameter and serve as the primary means of storm water management. A secondary drain with piping to daylight shall serve as the secondary overflow. The secondary piping shall be constructed out of PVC to avoid future staining of the building exterior due to rusted piping.

f. Fire Protection

Sprinkler System:

Sprinkler piping for the new addition will tie in to an existing 8” sprinkler line in main hospital at the basement level. A minimum of (2) 4” laterals with a supervised tamper and flow switches station shall be included at the take-off to serve the new SPS and basement.

Hydraulic Calculation will be conducted for the new SPS addition to verify that the additional building square footage can be supported by the existing hospital’s sprinkler system. The Hydraulic Calculations shall be based on the following Design Criteria:

Occupancy: Ordinary Hazard (Group 2)

Density: 0.20 GPM/ft2

Design Area: 1500 ft2

Maximum Area Per Sprinkler: 130 ft2

Hose Allowance: 250 GPM

All new sprinkler piping shall be Schedule 40. Any exposed sprinkler piping shall be painted red.

g. Energy Efficiency

Automatic Lighting Controls

Automatic switching and Lighting controls shall be incorporated in the design when allowable and practical.

h. Tie In Points (Electrical, HVAC, Plumbing, Fire Protection, etc.)

Reference Drawings for all tie in points.

i. Deduct Alternates

The following deduct alternates may be used to reduce the contractor’s scope and bring the project within funding limits.

DEDUCT #1: ELEVATOR #1 QUANTITY REDUCTION

Contractor shall remove Elevator #1 and shall remove the items stated below from the scope of work:

“Oil-Minder” Sump Pump.

Electrical power to elevator cab & pit.

Shunt trip breaker.

Elevator shaft sprinkler heads, smoke/heat detector and service light.

Contractor shall provide conduit pull strings for future devices.

DEDUCT #2: ELEVATOR #2 QUANTITY REDUCTION

Contractor shall remove Elevator #2 and shall remove the items stated below from the scope of work:

“Oil-Minder” Sump Pump.

Electrical power to elevator cab & pit.

Shunt trip breaker.

Elevator shaft sprinkler heads, smoke/heat detector and service light.

Contractor shall provide conduit pull strings for future devices.

DEDUCT #3: PROVIDE NEW METAL PANELS AT EXISTING FACADE.

No MEP/FP items affected, reference architectural scope of work for scope modifications.

DEDUCT #4: ALTERNATE RELOCATION OF THE EXISTING CONDESNING UNIT.

Contractor shall:

Relocate the existing condensing unit to the area depicted on Drawings in lieu of the roof location.

Remove and relocate disconnect switch, refrigerant piping and controls.

DEDUCT #5: ALTERNATE EXTERIOR LIGHTING

Contractor shall provide one (1) wall-mounted exterior light between Column line O and OA in lieu of the light pole. The new wall-mounted exterior light shall be circuited to B1-LS-SPS1/11.

Contractor shall remove the items stated below from the scope of work:

Light pole and fixture shown on 1/EP-701 and GS-101

Site trenching and backfill

Light pole base reference detail 5/1-EP-702

Conduit runs

DEDUCT #6: LANDSCAPING SCOPE REDUCTION

No MEP/FP items affected, reference civil scope of work for scope modifications.

DEDUCT #7: PREFAB CANOPIES

No MEP/FP items affected, reference architectural scope of work for scope modifications.

DEDUCT #8: SPS EQUIPMENT REDUCTION

Contractor shall remove the items stated below from the scope of work:

One (1) triple pot sink located in the Decon Work Area.

One (1) Washen located in the Decon Work Area.

One (1) Sterilizer

One (1) Medivator

Contractor shall provide utility connection to all fixtures and cap for future connection as necessary.

DEDUCT #9: ALTERNATE FLOOR PLAN

Administration Area is removed from the Scope of Work. Staff lockers and showers shall be relocated to the removed Administration Area.

Contractor shall remove the items stated below from the scope of work:

AHU-4 & EF-4 (Coils, piping, power and controls)

Steam Generator (SG-4)

CAV-10 through CAV-15

Lighting, power, data and Fire Alarm devices from the Administration Area (Area A).

Demolition work for the staff lockers and showers.

Contractor shall:

Reduce the capacity of the heat skid, chiller and pumps. Reference Drawings for reduced capacity.

Increase total airflow for AHU-2 and EF-2 TO 1,740 CFM. (Modify coils, piping and power as necessary). AHU-2 shall serve the scope Decontamination Area and the Main Corridor.

Resize the Gravity Ventilator (GV-1) FOR 3,140 CFM.

Resize the Gravity Ventilator (GV-2) FOR 6,100 CFM.

Resize Steam Generator (SG-2) for new airflow.

Rework AHU-1 duct work for new staff lockers and shower layout.

Rebalance VAV-1 through VAV-8

IV. Calculations

FE-NEC-1

Part I & II of NEC 220 Continuous Loads Area (Sq. Ft.) VA per Sq. Ft. (per Table 220.3(A)) VA (per Table 220.3(a) Additional Continous Loads (See Below) VA Diversity Factor Total

General Lighting - Dwelling Units (Connected) 3 0 0 1 0 First 3,000VA and Less N/A N/A 0 N/A 1 0

3,001VA - 120,000VA N/A N/A 0 N/A 0.35 0

120,001VA and over N/A N/A 0 N/A 0.25 0

General Lighting - Hospitals (Connected) 2 0 1 0 First 50,000VA and Less N/A N/A 0 N/A 0.4 0

50,001VA and over N/A N/A 0 N/A 0.2 0 General Lighting - Hotels and motels, including apartment houses without provision for cooking by tenants (Connected) 0 1 0

First 20,000VA and Less 2 0 0.5 0

20,001VA - 100,000VA N/A N/A 0 N/A 0.4 0

100,001VA and over N/A N/A 0 N/A 0.3 0

Warehouses (Storage) (Connected) 0.25 0 1 0 First 12,500VA and Less N/A N/A 0 N/A 1 0

120,000VA and over N/A N/A 0 N/A 0.5 0 Warehouses (storage), Storage spaces 1/4 0 1 0

Garages (commercial storage), halls, corridors, closets, and stairways 1/2 0 1 0 Armories, assembly halls, auditoriums, and churches 1 0 1 0

Lodge rooms 1.5 0 1 0 Clubs, court rooms, industrial commercial and resturants 2 0 1 0

Barber shops, beauty parlors, schools, and stores 3 0 1 0 Office buildings and banks 3.5 0 1 0

Dwelling Unit Loads to be Added to Lighting Loads # of Circuits VA per Circuit Total Small Appliance Circuit Load (220.52(A) - minimum 2 per dwelling unit 210.11(C)(1)) 1500 0 Laundry Circuit Load (220.52(B) - minimum 1 per dwelling unit 210.11(C)(2)) 1500 0 Dwelling Unit Loads to be Added to Lighting Loads Total N/A N/A 0

General Lighting - (Per tables 220.12 & 220.42) 0

Continuous Loads # of Units VA per Unit VA Recessed Luminares (220.14(D) Calculated as part of General Lighting above) N/A N/A Heavy Duty Lampholders (220.14(E)) 600 0 Sign and Outline Lighting (220.14(F), 1200VA per circuit required by NEC 600.5(A)) 1200 0 Show Windows (220.14(G), 200VA per linear foot) 200 0 Track Lighting (220.43(B), 150VA for every 2 linear feet in other than dwelling units) 150 0 Connected Total N/A N/A 0

Total Continuous Load 0

Non-Continuous Loads

Unknown Receptacle Load - Commercial Area (Sq. Ft.) VA per Sq. Ft. VA Diversity Factor Total Unknown Receptacles Per Table 220.14(K) - Banks & office buildings (Connected) 75000 1 75000 1 75000 First 10,000VA and Less N/A N/A 10000 1 10000 10,001VA and over N/A N/A 65000 0.5 32500 Total Unknown Receptacle Load N/A N/A N/A N/A 42500

Known Receptacle Load - Commercial # of Units VA per Unit VA Diversity Factor Total Receptacles - Commercial (220.14(I)) 180 0 1 0 Multioutlet Asseblies - Non-simultaneously used (220.14(H)(1), 180VA per 5 linear ft) 180 0 1 0 Multioutlet Asseblies - Simultaneously used (220.14(H)(2), 180 VA per 1 linear ft) 180 0 1 0 Known Receptacle Load - Commercial (Total Connected) N/A N/A N/A N/A 0 First 10,000VA and Less N/A N/A 0 1 0 10,001VA and over N/A N/A 0 0.5 0 Total Unknown Receptacle Load N/A N/A N/A N/A 0

Total Receptacle Load - Commercial 42500

# of Units Greater of 5000VA or Nameplate VA Diversity Factor Total Electric Dryer - Dwelling Units (Connected) 220.54 0 1 0 1-4 Electric Dryers 0 0 0 1 0 5 Electric Dryers 0 0 0 0.85 0 6 Electric Dryers 0 0 0 0.75 0 7 Electric Dryers 0 0 0 0.65 0 8 Electric Dryers 0 0 0 0.6 0 9 Electric Dryers 0 0 0 0.55 0 10 Electric Dryers 0 0 0 0.5 0 11 Electric Dryers 0 0 0 0.47 0

12 Electric Dryers 0 0 0 0.46 0 13 Electric Dryers 0 0 0 0.45 0 14 Electric Dryers 0 0 0 0.44 0 15 Electric Dryers 0 0 0 0.43 0 16 Electric Dryers 0 0 0 0.42 0 17 Electric Dryers 0 0 0 0.41 0 18 Electric Dryers 0 0 0 0.4 0 19 Electric Dryers 0 0 0 0.39 0 20 Electric Dryers 0 0 0 0.38 0 21 Electric Dryers 0 0 0 0.37 0 22 Electric Dryers 0 0 0 0.36 0 23 Electric Dryers 0 0 0 0.35 0 24 Electric Dryers 0 0 0 0.345 0 25 Electric Dryers 0 0 0 0.34 0 26 Electric Dryers 0 0 0 0.335 0 27 Electric Dryers 0 0 0 0.33 0 28 Electric Dryers 0 0 0 0.325 0 29 Electric Dryers 0 0 0 0.32 0 30 Electric Dryers 0 0 0 0.315 0 31 Electric Dryers 0 0 0 0.31 0 32 Electric Dryers 0 0 0 0.305 0 33 Electric Dryers 0 0 0 0.3 0 34 Electric Dryers 0 0 0 0.295 0 35 Electric Dryers 0 0 0 0.29 0 36 Electric Dryers 0 0 0 0.285 0 37 Electric Dryers 0 0 0 0.28 0 38 Electric Dryers 0 0 0 0.275 0 39 Electric Dryers 0 0 0 0.27 0 40 Electric Dryers 0 0 0 0.265 0 41 Electric Dryers 0 0 0 0.26 0 42 Electric Dryers 0 0 0 0.255 0 43 and over Electric Dryers 0 0 0 0.25 0 Total Electric Dryer Load - Dwelling Units N/A N/A N/A N/A 0

Household Electric Ranges, Wall-Mounted Ovens, Counter-Mounted Cooking Units and Other Household Cooking Appliances over 1.75 KW Rating (220.55)

Number of Appliances # Units < 12 KW # Units < 3.5 KW Rating # Units < 3.5KW Rating, > 8.75KW Rating N/A Unit Connected KW:

N/A ximum Demand (k Demand Factor Demand Factor Diversified Maximum Load fied Demand Facto Total 1 Unit 8 0.8 0.8 0 0 0 2 Units 11 0.75 0.65 0 0 0 3 Units 14 0.7 0.55 0 0 0 4 Units 17 0.66 0.5 0 0 0 5 Units 20 0.62 0.45 0 0 0 6 Units 21 0.59 0.43 0 0 0 7 Units 22 0.56 0.4 0 0 0 8 Units 23 0.53 0.36 0 0 0 9 Units 24 0.51 0.35 0 0 0 10 Units 25 0.49 0.34 0 0 0 11 Units 26 0.47 0.32 0 0 0 12 Units 27 0.45 0.32 0 0 0 13 Units 28 0.43 0.32 0 0 0 14 Units 29 0.41 0.32 0 0 0 15 Units 30 0.4 0.32 0 0 0 16 Units 31 0.39 0.28 0 0 0 17 Units 32 0.38 0.28 0 0 0 18 Units 33 0.37 0.28 0 0 0 19 Units 34 0.36 0.28 0 0 0 20 Units 35 0.35 0.28 0 0 0 21 Units 36 0.34 0.26 0 0 0 22 Units 37 0.33 0.26 0 0 0 23 Units 38 0.32 0.26 0 0 0 24 Units 39 0.31 0.26 0 0 0 25 Units 40 0.3 0.26 0 0 0 26-30 Units 15 0.3 0.24 0 0 0 31-40 Units 15 0.3 0.22 0 0 0 41-50 Units 25 0.3 0.2 0 0 0 51-60 Units 25 0.3 0.18 0 0 0 61 Units and Over 25 0.3 0.16 0 0 0

Total Diversified Electric Range Load N/A N/A N/A N/A N/A 0

Fastened in Place Appliance Load - Dwelling Unit (220.53 - Other than Electric Ranges, Clothes Dryers, Space Heaters, AC) # of Appliances Rated Load (VA per unit) Rated Load (VA total)

Appliance 1 0 Appliance 2 0 Appliance 3 0 Appliance 4 0 Appliance 5 0

Total # of Fastened in Place Appiance Loads Demand Factor Diversified Load 1-3 Appliances 1 0 4 or more Appliances 0.75 0

Fastened in Place Appliance Load Diversified Total 0

Motor Loads Horsepower # of Units Voltage Phase (1 or 3) Ampacity (Tables 430.148 and 430.150) Total power (VA)

1/6 0 0 1/4 0 0 1/3 0 0 1/2 0 0 3/4 1 120 1 13.8 1656 1 0 0

1.5 0 0 2 0 0 3 1 480 3 4.8 4982.4 5 0 0

7.5 0 0 10 0 0 15 0 0 20 0 0 25 0 0 30 0 0 40 0 0 50 0 0 60 0 0 75 0 0

100 0 0 125 0 0 150 0 0 200 0 0 250 0 0 300 0 0 350 0 0 400 0 0 450 0 0 500 0 0

Total Motor Load (Per NEC 220.14) 6638.4

Kitchen Equipment - Commercial (Per NEC 220.56) Device # of units Unit MCA Unit Voltage Phase (1 or 3) Connected Load

Totals 0 N/A N/A N/A 0

Total # of Kitchen Equipment Diversity Diversified Load 1 or 2 Units 1 0 3 Units 0.9 0 4 Units 0.8 0 5 Units 0.7 0 6 or More Units 0.65 0

Kitchen Equipment Diversified Load Total 0

AC (FOR PRELIMINARY CALCULATIONS ONLY, CONTACT MECH. ENG. FOR REAL LOADS) - 1.5 KVA per Ton (See Chart for typical Sq. Ft. per Ton Values) Classification Sq. Ft per Ton Area (Sq. Ft.) Sq. Ft. per Ton VA Apartment High Rise 400

0 Auditoriums, Churches, Theaters 250 0 Educational Facilites 185

Total Preliminary AC Load N/A 0 Factories 150 Hospitals 200

Hotels, Motels, Dormitories 300 Libraries, Museums and Offices 280

Residential 500 Resturants 120

Other Equipment # of units Unit MCA Unit Voltage Phase (1 or 3) Total Power (VA) Unit Heaters 4 10.1 480 3 33548.16 Pass Through Steam Sterilizer + 2 65 480 3 107952 Low Temp Steam Sterilizer 2 10 480 3 16608 UltraSonic Cleaner 2 24 208 3 17272.32 Washer/Disinfector 2 74 208 3 53256.32 Steam Generator1 1 11.2 480 3 9300.48

Total Other Equipment Load 237937.28

Total Load - Per NEC 220 part I & II) (VA) Voltage Phase (1 or 3) Service Entrance Size (Per NEC 230.42)

287075.68 480 3 346

Continuous Loads Area (Sq. Ft.) VA per Sq. Ft. (per Table 220.3(A)) VA (per Table 220.3(a) Additional Continous Loads (See Below) VA Diversity Factor Total

General Lighting - Dwelling Units (Connected) 3 0 0 1 0 First 3,000VA and Less N/A N/A 0 N/A 1 0

3,001VA - 120,000VA N/A N/A 0 N/A 0.35 0

120,001VA and over N/A N/A 0 N/A 0.25 0

General Lighting - Hospitals (Connected) 150000 2 300000 1 300000 First 50,000VA and Less N/A N/A 50000 N/A 0.4 20000

50,001VA and over N/A N/A 250000 N/A 0.2 50000 General Lighting - Hotels and motels, including apartment houses without provision for cooking by tenants (Connected) 0 1 0

First 20,000VA and Less 2 0 0.5 0

20,001VA - 100,000VA N/A N/A 0 N/A 0.4 0

100,001VA and over N/A N/A 0 N/A 0.3 0

Warehouses (Storage) (Connected) 0.25 0 1 0 First 12,500VA and Less N/A N/A 0 N/A 1 0

120,000VA and over N/A N/A 0 N/A 0.5 0 Warehouses (storage), Storage spaces 1/4 0 1 0

Garages (commercial storage), halls, corridors, closets, and stairways 1/2 0 1 0 Armories, assembly halls, auditoriums, and churches 1 0 1 0

Lodge rooms 1.5 0 1 0 Clubs, court rooms, industrial commercial and resturants 2 0 1 0

Barber shops, beauty parlors, schools, and stores 3 0 1 0 Office buildings and banks 3.5 0 1 0

Dwelling Unit Loads to be Added to Lighting Loads # of Circuits VA per Circuit Total Small Appliance Circuit Load (220.52(A) - minimum 2 per dwelling unit 210.11(C)(1)) 1500 0 Laundry Circuit Load (220.52(B) - minimum 1 per dwelling unit 210.11(C)(2)) 1500 0 Dwelling Unit Loads to be Added to Lighting Loads Total N/A N/A 0

General Lighting - (Per tables 220.12 & 220.42) 70000

Continuous Loads # of Units VA per Unit VA Recessed Luminares (220.14(D) Calculated as part of General Lighting above) N/A N/A Heavy Duty Lampholders (220.14(E)) 600 0 Sign and Outline Lighting (220.14(F), 1200VA per circuit required by NEC 600.5(A)) 1200 0 Show Windows (220.14(G), 200VA per linear foot) 200 0 Track Lighting (220.43(B), 150VA for every 2 linear feet in other than dwelling units) 150 0 Connected Total N/A N/A 0

Total Continuous Load 70000

Non-Continuous Loads

Unknown Receptacle Load - Commercial Area (Sq. Ft.) VA per Sq. Ft. VA Diversity Factor Total Unknown Receptacles Per Table 220.14(K) - Banks & office buildings (Connected) 15000 1 15000 1 15000 First 10,000VA and Less N/A N/A 10000 1 10000 10,001VA and over N/A N/A 5000 0.5 2500 Total Unknown Receptacle Load N/A N/A N/A N/A 12500

Known Receptacle Load - Commercial # of Units VA per Unit VA Diversity Factor Total Receptacles - Commercial (220.14(I)) 180 0 1 0 Multioutlet Asseblies - Non-simultaneously used (220.14(H)(1), 180VA per 5 linear ft) 180 0 1 0 Multioutlet Asseblies - Simultaneously used (220.14(H)(2), 180 VA per 1 linear ft) 180 0 1 0 Known Receptacle Load - Commercial (Total Connected) N/A N/A N/A N/A 0 First 10,000VA and Less N/A N/A 0 1 0 10,001VA and over N/A N/A 0 0.5 0 Total Unknown Receptacle Load N/A N/A N/A N/A 0

Total Receptacle Load - Commercial 12500

# of Units Greater of 5000VA or Nameplate VA Diversity Factor Total Electric Dryer - Dwelling Units (Connected) 220.54 0 1 0 1-4 Electric Dryers 0 0 0 1 0 5 Electric Dryers 0 0 0 0.85 0 6 Electric Dryers 0 0 0 0.75 0 7 Electric Dryers 0 0 0 0.65 0 8 Electric Dryers 0 0 0 0.6 0 9 Electric Dryers 0 0 0 0.55 0 10 Electric Dryers 0 0 0 0.5 0

13 Electric Dryers 0 0 0 0.45 0 14 Electric Dryers 0 0 0 0.44 0 15 Electric Dryers 0 0 0 0.43 0 16 Electric Dryers 0 0 0 0.42 0 17 Electric Dryers 0 0 0 0.41 0 18 Electric Dryers 0 0 0 0.4 0 19 Electric Dryers 0 0 0 0.39 0 20 Electric Dryers 0 0 0 0.38 0 21 Electric Dryers 0 0 0 0.37 0 22 Electric Dryers 0 0 0 0.36 0 23 Electric Dryers 0 0 0 0.35 0 24 Electric Dryers 0 0 0 0.345 0 25 Electric Dryers 0 0 0 0.34 0 26 Electric Dryers 0 0 0 0.335 0 27 Electric Dryers 0 0 0 0.33 0 28 Electric Dryers 0 0 0 0.325 0 29 Electric Dryers 0 0 0 0.32 0 30 Electric Dryers 0 0 0 0.315 0 31 Electric Dryers 0 0 0 0.31 0 32 Electric Dryers 0 0 0 0.305 0 33 Electric Dryers 0 0 0 0.3 0 34 Electric Dryers 0 0 0 0.295 0 35 Electric Dryers 0 0 0 0.29 0 36 Electric Dryers 0 0 0 0.285 0 37 Electric Dryers 0 0 0 0.28 0 38 Electric Dryers 0 0 0 0.275 0 39 Electric Dryers 0 0 0 0.27 0 40 Electric Dryers 0 0 0 0.265 0 41 Electric Dryers 0 0 0 0.26 0 42 Electric Dryers 0 0 0 0.255 0 43 and over Electric Dryers 0 0 0 0.25 0 Total Electric Dryer Load - Dwelling Units N/A N/A N/A N/A 0

Household Electric Ranges, Wall-Mounted Ovens, Counter-Mounted Cooking Units and Other Household Cooking Appliances over 1.75 KW Rating (220.55)

Number of Appliances # Units < 12 KW # Units < 3.5 KW Rating # Units < 3.5KW Rating, > 8.75KW Rating N/A Unit Connected KW:

N/A ximum Demand (k Demand Factor Demand Factor Diversified Maximum Load fied Demand Facto Total 1 Unit 8 0.8 0.8 0 0 0 2 Units 11 0.75 0.65 0 0 0 3 Units 14 0.7 0.55 0 0 0 4 Units 17 0.66 0.5 0 0 0 5 Units 20 0.62 0.45 0 0 0 6 Units 21 0.59 0.43 0 0 0 7 Units 22 0.56 0.4 0 0 0 8 Units 23 0.53 0.36 0 0 0 9 Units 24 0.51 0.35 0 0 0 10 Units 25 0.49 0.34 0 0 0 11 Units 26 0.47 0.32 0 0 0 12 Units 27 0.45 0.32 0 0 0 13 Units 28 0.43 0.32 0 0 0 14 Units 29 0.41 0.32 0 0 0 15 Units 30 0.4 0.32 0 0 0 16 Units 31 0.39 0.28 0 0 0 17 Units 32 0.38 0.28 0 0 0 18 Units 33 0.37 0.28 0 0 0 19 Units 34 0.36 0.28 0 0 0 20 Units 35 0.35 0.28 0 0 0 21 Units 36 0.34 0.26 0 0 0 22 Units 37 0.33 0.26 0 0 0 23 Units 38 0.32 0.26 0 0 0 24 Units 39 0.31 0.26 0 0 0 25 Units 40 0.3 0.26 0 0 0 26-30 Units 15 0.3 0.24 0 0 0 31-40 Units 15 0.3 0.22 0 0 0 41-50 Units 25 0.3 0.2 0 0 0 51-60 Units 25 0.3 0.18 0 0 0 61 Units and Over 25 0.3 0.16 0 0 0

Fastened in Place Appliance Load - Dwelling Unit (220.53 - Other than Electric Ranges, Clothes Dryers, Space Heaters, AC) # of Appliances Rated Load (VA per unit) Rated Load (VA total)

Appliance 1 0 Appliance 2 0 Appliance 3 0 Appliance 4 0 Appliance 5 0

Total # of Fastened in Place Appiance Loads Demand Factor Diversified Load 1-3 Appliances 1 0 4 or more Appliances 0.75 0

Fastened in Place Appliance Load Diversified Total 0

Motor Loads Horsepower # of Units Voltage Phase (1 or 3) Ampacity (Tables 430.148 and 430.150) Total power (VA)

1/6 0 0 1/4 0 0 1/3 0 0 1/2 0 0 3/4 3 120 1 13.8 4968 1 6 120 1 16 11520

1.5 2 480 1 0 0 2 9 480 3 3.4 25410.24 3 3 480 3 4.8 11957.76 5 2 208 3 16.7 12018.656

7.5 0 0 10 1 480 3 14 11625.6 15 0 0 20 0 0 25 6 480 3 34 176460 30 0 0 40 0 0 50 0 0 60 0 0 75 0 0

100 0 0 125 0 0 150 0 0 200 0 0 250 0 0 300 0 0 350 0 0 400 0 0 450 0 0 500 0 0

Total Motor Load (Per NEC 220.14) 253960.256

Kitchen Equipment - Commercial (Per NEC 220.56) Device # of units Unit MCA Unit Voltage Phase (1 or 3) Connected Load

Totals 0 N/A N/A N/A 0

Total # of Kitchen Equipment Diversity Diversified Load 1 or 2 Units 1 0 3 Units 0.9 0 4 Units 0.8 0 5 Units 0.7 0 6 or More Units 0.65 0

Kitchen Equipment Diversified Load Total 0

AC (FOR PRELIMINARY CALCULATIONS ONLY, CONTACT MECH. ENG. FOR REAL LOADS) - 1.5 KVA per Ton (See Chart for typical Sq. Ft. per Ton Values) Classification Sq. Ft per Ton Area (Sq. Ft.) Sq. Ft. per Ton VA Apartment High Rise 400

0 Auditoriums, Churches, Theaters 250 0 Educational Facilites 185

Total Preliminary AC Load N/A 0 Factories 150 Hospitals 200

Hotels, Motels, Dormitories 300 Libraries, Museums and Offices 280

Residential 500 Resturants 120

Other Equipment # of units Unit MCA Unit Voltage Phase (1 or 3) Total Power (VA) H V A C E Q U I P M E N T 0 Compressor Chiller 1 135 480 3 112104 Air Cooled Condenser 1 22 480 3 18268.8

3HP - (AHU-1 & 2), 2HP - (AHU-5), 5HP - (AHU-4), 10HP (AHU-3) 0

Steam Gen. 1 & 2 & 5 3 22.5 480 3 56052 Steam Gen. 3 1 90 480 3 74736 Steam Gen. 4 1 33.7 480 3 27984.48 Unit Ventalators (1-4) 4 10.1 480 3 33548.16 Heat Skid 0

0.75HP - (EF-1 & 2 & 5), 3HP - (EF-4), 5HP - (EF-3) 0

4 Misc Pumps (preliminary at 2hp) 0

P L U M B I N G E Q U I P M EN T 0

3 Sump Pumps, Sewage Ejector Pump, (preliminary at 1hp) 0 Water Treatments pumps at 30A 0

S P S E Q U I P M E N T 0 Pass Thru Window 2 5 120 1 1200 Pass Through Steam Sterilizer + 3 65 480 3 161928 Low Temp Steam Sterilizer 3 10 480 3 24912 Automatic Cart Washer 1 13.6 480 3 11293.44 Rack Return 1 4 120 1 480 Washer/Disinfector 3 74 208 3 79884.48 Automated Endoscope Reprocessor 3 10 120 1 3600 UltraSonic Cleaner 3 24 208 3 25908.48 Probe Reprocessor 1 6 120 1 720 Scope Storage Cabinet 2 0.7 120 1 168 Tee Probe Disinfector 1 8 120 1 960 2 Elevator (Otis), 2 Lift (Otis) (Preliminart at 25hp) 0

Total Other Equipment Load 633747.84

Total Load - Per NEC 220 part I & II) (VA) Voltage Phase (1 or 3) Service Entrance Size (Per NEC 230.42)

970208.096 480 3 1190

Continuous Loads Area (Sq. Ft.) VA per Sq. Ft. (per Table 220.3(A)) VA (per Table 220.3(a) Additional Continous Loads (See Below) VA Diversity Factor Total

General Lighting - Dwelling Units (Connected) 3 0 0 1 0 First 3,000VA and Less N/A N/A 0 N/A 1 0

3,001VA - 120,000VA N/A N/A 0 N/A 0.35 0

120,001VA and over N/A N/A 0 N/A 0.25 0

General Lighting - Hospitals (Connected) 2 0 1 0 First 50,000VA and Less N/A N/A 0 N/A 0.4 0

50,001VA and over N/A N/A 0 N/A 0.2 0 General Lighting - Hotels and motels, including apartment houses without provision for cooking by tenants (Connected) 0 1 0

First 20,000VA and Less 2 0 0.5 0

20,001VA - 100,000VA N/A N/A 0 N/A 0.4 0

100,001VA and over N/A N/A 0 N/A 0.3 0

Warehouses (Storage) (Connected) 0.25 0 1 0 First 12,500VA and Less N/A N/A 0 N/A 1 0

120,000VA and over N/A N/A 0 N/A 0.5 0 Warehouses (storage), Storage spaces 1/4 0 1 0

Garages (commercial storage), halls, corridors, closets, and stairways 1/2 0 1 0 Armories, assembly halls, auditoriums, and churches 1 0 1 0

Lodge rooms 1.5 0 1 0 Clubs, court rooms, industrial commercial and resturants 2 0 1 0

Barber shops, beauty parlors, schools, and stores 3 0 1 0 Office buildings and banks 3.5 0 1 0

Dwelling Unit Loads to be Added to Lighting Loads # of Circuits VA per Circuit Total Small Appliance Circuit Load (220.52(A) - minimum 2 per dwelling unit 210.11(C)(1)) 1500 0 Laundry Circuit Load (220.52(B) - minimum 1 per dwelling unit 210.11(C)(2)) 1500 0 Dwelling Unit Loads to be Added to Lighting Loads Total N/A N/A 0

General Lighting - (Per tables 220.12 & 220.42) 0

Continuous Loads # of Units VA per Unit VA Recessed Luminares (220.14(D) Calculated as part of General Lighting above) N/A N/A Heavy Duty Lampholders (220.14(E)) 600 0 Sign and Outline Lighting (220.14(F), 1200VA per circuit required by NEC 600.5(A)) 1200 0 Show Windows (220.14(G), 200VA per linear foot) 200 0 Track Lighting (220.43(B), 150VA for every 2 linear feet in other than dwelling units) 150 0 Connected Total N/A N/A 0

Total Continuous Load 0

Non-Continuous Loads

Unknown Receptacle Load - Commercial Area (Sq. Ft.) VA per Sq. Ft. VA Diversity Factor Total Unknown Receptacles Per Table 220.14(K) - Banks & office buildings (Connected) 1 0 1 0 First 10,000VA and Less N/A N/A 0 1 0 10,001VA and over N/A N/A 0 0.5 0 Total Unknown Receptacle Load N/A N/A N/A N/A 0

Known Receptacle Load - Commercial # of Units VA per Unit VA Diversity Factor Total Receptacles - Commercial (220.14(I)) 180 0 1 0 Multioutlet Asseblies - Non-simultaneously used (220.14(H)(1), 180VA per 5 linear ft) 180 0 1 0 Multioutlet Asseblies - Simultaneously used (220.14(H)(2), 180 VA per 1 linear ft) 180 0 1 0 Known Receptacle Load - Commercial (Total Connected) N/A N/A N/A N/A 0 First 10,000VA and Less N/A N/A 0 1 0 10,001VA and over N/A N/A 0 0.5 0 Total Unknown Receptacle Load N/A N/A N/A N/A 0

Total Receptacle Load - Commercial 0

# of Units Greater of 5000VA or Nameplate VA Diversity Factor Total Electric Dryer - Dwelling Units (Connected) 220.54 0 1 0 1-4 Electric Dryers 0 0 0 1 0 5 Electric Dryers 0 0 0 0.85 0 6 Electric Dryers 0 0 0 0.75 0 7 Electric Dryers 0 0 0 0.65 0 8 Electric Dryers 0 0 0 0.6 0 9 Electric Dryers 0 0 0 0.55 0 10 Electric Dryers 0 0 0 0.5 0

13 Electric Dryers 0 0 0 0.45 0 14 Electric Dryers 0 0 0 0.44 0 15 Electric Dryers 0 0 0 0.43 0 16 Electric Dryers 0 0 0 0.42 0 17 Electric Dryers 0 0 0 0.41 0 18 Electric Dryers 0 0 0 0.4 0 19 Electric Dryers 0 0 0 0.39 0 20 Electric Dryers 0 0 0 0.38 0 21 Electric Dryers 0 0 0 0.37 0 22 Electric…