Attachment 2 Basis of Design.pdf

Long Beach VA: Site Prep for Hemodialysis VA PROJECT #: 600-23-111

100% Design Narrative

Site Prep for Hemodialysis

Long Beach, California

Project# 600-23-111

100% Construction Documents Submission

January 5, 2024

Table of Contents 95% Design Narrative

Design Standards and Phasing

1.1.1 Project Description

1.1.2 Initial Site Investigation

1.1.3 Codes, Standards, and References

1.1.4 Design, Standards, and Recommendations

1.1.5 Construction Schedules, Phases, and Off-Hours

1.1.6 Environmental Conditions and Outline Specifications

Structural Systems

1.1.7 Interior Walls

1.1.8 Equipment Bracing

1.1.9 Floor Loading

1.1.10 Existing Structure

Mechanical and Plumbing Systems

1.1.11 Mechanical

1.1.12 Plumbing

Electrical Systems

1.1.13 Lighting

1.1.14 Power and Receptacles

1.1.15 Grounding System

Design Standards and Phasing

1.1.1 Project Description

▪ VA Long Beach Healthcare System (VALBHS) Hemodialysis Unit currently operates a 15 bed Hemodialysis program, 6 days per week and serves 110 patients. The current Reverse Osmosis (RO) water system does not meet the hospital policies and standards for water quality. The existing pipes are deteriorating due the age of the system.

Constant repairs have been directly impacting patient care in the area directly below the Hemodialysis floor due to pipe leaks adding to the hospital maintenance and operational Fees.

▪ This project will replace the existing Reverse Osmosis (RO) system water system located in Building 126 3rd floor which servers the Hemodialysis center located on the 9th floor of building 126 with new state of art RO water system to meet VA standards. The project includes replacement of existing pipes, HVAC system, Electrical system, and complete renovation of the 270-sf. space.

1.1.2 Site Investigation

1. 3rd Floor Investigation:

a. Existing access path over roof needs protection during construction, and new roof pads at end of work. The team also noted an existing drop/step inside the door to the equipment room and a curb at the far side.

b. Photos were taken of existing conditions and equipment.

c. Door and frame to equipment room is rusted at the base.

2. 9th Floor Investigation

a. The existing chemical treatment function needs to remain, including: 4 circular drums 2’dia., 36”H; Container shelving 18” deep x 9’LF; Solution bay large enough to handle a single drum, preferably without curbs.

b. The space between W932C and W932D can be used for the new layout.

Relocating the chemical treatment drums, shelves, and new solution bay. Containment of the construction area must be maintained.

c. Structural analysis is needed for new equipment layout.

d. MEP analysis of the ceiling space is needed once the layout is confirmed.

3. Infrastructure

a. The existing electrical rooms and panels were determined to not have capacity for the new emergency power load. A new feed from the basement, Electrical Room 27, will be needed. A direct vertical supply is possible below Room W923A.

b. The Water Loop connections above the ceiling were reviewed. It appears that the new system can be installed and connected above the ceilings, so that the walls in the patients spaces will not require modifications.

1.1.3 Codes, Standards, and References

▪ International Building Code (IBC)

▪ International Mechanical Code (IMC)

▪ ADA – American Disabilities Act

▪ ASHRAE Standard 62.1 - Ventilation for Acceptable Indoor Air Quality

▪ ASHRAE Standard 90.1 - Energy Standard for Buildings Except for Low-Rise Residential Buildings

▪ ASHRAE Standard 170 – Ventilation of Health Care Facilities

▪ ASHRAE Handbook of Fundamentals

▪ ASME A17.1 – Safety Code for Elevators and Escalators

▪ NEC – National Electric Code

▪ NFPA – National Fire Protection Association

▪ SMACNA, Seismic Restraint Manual Guidelines for Mechanical Systems

▪ National Uniform Seismic Installation Guidelines (AEIC Edition)

▪ OSHA – Occupational Safety and Health Administration

▪ UL – Underwriters Laboratories

▪ VA HVAC Design Manual (Rev. March 1, 2020)

1.1.4 Design Description, TIL Standards, and Recommendations

Design Description: The existing dialysate prep equipment are moved away from the elevator to be accessed directly from the Dialysis suite, and a new fill station sink and eye-wash will be provided. The room is expanded to the west to accommodate the new RO Prep equipment.

The 3rd floor equipment room will be decommissioned and renovated as a storage room once the new systems are fully operational. Office 831 on the 8th floor below the new Dialysate room will need to be access or closed off during construction to perform work above the ceiling.

VA TIL Design Standard-CDL73: Dialysate Preparation Room, Dlsys Ctr. Room design standards include:

- Room Size: 150SF; Door:36”

- Materials: none specified

- HVAC: none specified

- Electrical: none specified

- Plumbing: none specified.

VA TIL Design Standard-CDL81: Water Treatment Room, Dlsys Ctr. Room design standards include:

- Room Size: 200SF; Door:36”

- Materials: Ceiling-AT; Wall-GWB; Wall finish-PT;

- HVAC: none specified

- Electrical: Lighting Level-500;

- Plumbing: Gases and water supplies – none specified.

VA CH316: Dialysis Center: Key design recommendations:

- Dialysate Preparation Room, Dlsys Ctr (CDL73) ..........................150 NSF (14.0 NSM)

a. Provide one if [number of Dialysis Stations] is between 1 and 10

b. Provide one at 200 NSF if [number of Dialysis Stations] is between 11 and 22

- Water Treatment Room, Dlsys Ctr (CDL81).................................200 NSF (18.6 NSM)

a. Provide one if [number of Dialysis Stations] is between 1 and 10

b. Provide one at 240 NSF if [number of Dialysis Stations] is between 11 and 22 This room accommodates the equipment and supplies, including consumable products, for all dialysis-required forms of water treatment.

1.1.5 Construction Schedules, Phases, and Off-Hours

Construction Scheduling:

Construction Schedules will be determined by the selected General Contractor performing construction. Phased construction areas will be indicated in the drawings as a basis for the General Contractors to establish detailed sequencing. Additional steps include:

- Coordinate with 8th floor office 831 as needed for construction access. Confirm function of those offices and best way to proceed for scope of work.

- Load monitoring has been conducted. Review of the existing systems as well as the load monitoring report indicates there is sufficient power infrastructure to support the new equipment on the 9th floor.

- See attached Infrastructure Requirements from B-Braun.

Phasing:

- Phase 1:

- Work will include building a temporary construction partition and door between the expanded room area and for the additional electrical room, requiring section isolation shutoff while work is performed.

- Phase 2:

- Core Drill and installation of the new water line from the 3rd floor is to be completed during phase 2. Ceiling tiles along the path of the new water line to be removed while the line is installed to the new Dialsate Preparation Room.

- Ceiling tile is to be removed along the path of the new RO loop. The contractor is to install the new RO loop above ceiling.

- Phase 3:

- All dialysate acid drums to be relocated to the west side of the renovated space.

- The eastern portion of the Dialsate Preparation Room is to be emptied and demolished as required to prepare for the new RO equipment. Once the eastern side is done, the temporary wall separating the west and east portion of the room is tom come down.

- Existing dialysate drums to be relocated to their final location.

- New RO equipment to be installed and connected to new RO loop.

- Confirm operability of all new equipment.

- The migration from the old RO loop to new beings in 2 station subphases.

- Phase 4:

- Demolition of existing RO equipment sans the 250 gallon tank and booster pumps on the 3rd floor.

- All roof pads, new ramps, and doors are to be installed for the 3rd floor accessway.

- All pre-existing RO loop piping on the 9th floor to be removed.

Off-hours and noisy construction requirements:

Noisy construction work is only allowed from 5:30am to 9:30am in building 126.

Coordination with the COR is needed when work such as core drilling is needed especially when it affects other floors in order to notify staff.

All work outside room 932d and mech-1, especially scope in patient and staff areas must be completed outside of hospital operations. This is especially critical for the MEP infrastructure and the RO loop above the ceiling.

The 9th Floor Hemodialysis Suite Operates 6 days a week, and any disruption of the daily healthcare operations must be planned and coordinated with the VA ahead of time. Due to the VA’s desire to continue the current operation schedule for the Dialysis Suite, “off-hours” are highly recommended. Although this will generally cause longer construction time, it will have less impact on the healthcare operations.

1.1.6 Environmental Conditions and Outline Specifications

Anticipated Specifications are outlined below. As the Design develops in future phases we may add or remove sections as needed.

Due to the age of the building, we plan to specify Hazardous materials testing and abatement procedures.

Please note that the building standard finishes sent by the VA did not include a resinous flooring which is recommended to withstand the salt/chemicals in the water treatment and dialysate rooms. We will work with the VA to select a material that works for the project.

SECTION NO. DIVISION AND SECTION TITLES DATE

DIVISION 00 - SPECIAL SECTIONS

00 01 15 List of Drawing Sheets 05-20

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 General Requirements 11-21

01 32 16.15 Project Schedules (Small Projects – Design/Bid/Build 11-21

01 33 23 Shop Drawings, Product Data, and Samples 02-23

01 35 26 Safety Requirements 10-22

01 42 19 Reference Standards 11-20

01 45 00 Quality Control 02-21

01 45 35 Special Inspections 06-21

01 57 19 Temporary Environmental Controls 01-21

01 58 16 Temporary Interior Signage 07-15

01 74 19 Construction Waste Management 04-22

01 91 00 General Commissioning Requirements 04-22

DIVISION 02 – EXISTING CONDITIONS

02 82 11 Traditional Asbestos Abatement 01-21

02 83 33.13 Lead-Based Paint Removal and Disposal 01-21

DIVISION 05 – METALS

05 12 00 Structural Steel Framing 11-18

05 40 00 Cold-Formed Metal Framing 01-21

05 50 00 Metal Fabrications 08-18

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 12 00 Built-Up Bituminous Waterproofing 01-21

07 71 00 Roof Specialties 01-21

07 84 00 Firestopping 01-21

DIVISION 08 - OPENINGS

08 11 13 Hollow Metal Doors and Frames 01-21

08 71 00 Door Hardware 05-22

DIVISION 09 – FINISHES

09 05 16 Subsurface Preparation for Floor Finishes 01-21

09 06 00 Schedule for Finishes 01-21

09 22 16 Non-Structural Metal Framing 06-18

09 23 00 Gypsum Plastering 01-21

09 29 00 Gypsum Board 04-20

09 51 00 Acoustical Ceilings 12-18

09 67 23.20 Resinous Epoxy Base With Vinyl Chip Broadcast (RES 2) 12-21

09.67.23.40 Resinous Poured In Place Resilient Flooring (RES-4) 01-21

DIVISION 10 – SPECIALTIES

10 14 00 Signage 01-21

10 26 00 Wall and Door Protection 01-21

10 44 13 Fire Extinguisher Cabinets 08-18

DIVISION 11 – EQUIPMENT

11 79 13 Hydrotherapy Equipment 01-21

DIVISION 21- FIRE SUPPRESSION

21 08 00 Commissioning of Fire Suppression System 11-16

21 13 13 Wet-Pipe Sprinkler Systems 06-15

DIVISION 22 – PLUMBING

22 05 11 Common Work Results for Plumbing 01-23

22 05 12 General Motor Requirements for Plumbing Equipment 09-20

22 05 23 General-Duty Valves for Plumbing Piping 09-20

22 07 11 Plumbing Insulation 09-19

22 08 00 Commissioning of Plumbing Systems 11-16

22 13 00 Facility Sanitary and Vent Piping 09-20

22 40 00 Plumbing Fixtures 12-22

22 67 19.16 Reverse-Osmosis Water Equipment 09-15

DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING

(HVAC)

23 05 11 Common Work Results for HVAC 03-23

23 05 41 Noise and Vibration Control for HVAC Piping and Equipment 03-23

23 05 93 Testing, Adjusting, and Balancing for HVAC 03-23

23 08 00 Commissioning of HVAC Systems 03-23

23 09 23 Direct-Digital Control System for HVAC 03-23

23 37 00 Air Outlets and Inlets 03-23

DIVISION 25 – INTEGRATED AUTOMATION

25 10 10 Advanced Utility Metering System 02-10

DIVISION 26 – ELECTRICAL

26 05 11 Requirements for Electrical Installations 11-22

26 05 19 Low-Voltage Electrical Power Conductors and Cables 11-22

26 05 26 Grounding and Bonding for Electrical Systems 11-22

26 05 33 Raceway and Boxes for Electrical Systems 11-22

26 22 00 Low-Voltage Transformers 11-22

26 24 16 Panelboards 11-22

26 27 26 Wiring Devices 11-22

26 51 00 Interior Lighting 11-22

Structural Systems

1.1.7 Interior Walls

Demolition of existing interior walls will be included as a part of this project. The walls span from floor to underside of structure above or to above ceiling with bracing to structure above. Removal of the partition walls will not affect the overall structure.

New interior non-loadbearing light gage partition walls are included in the scope of work, the existing light gage partition walls to remain will require strengthening/reinforcing via additional stud installations, connections, strapping/blocking, and other accessories as shown in the light gage framing details in order to properly brace floor and wall mounted equipment being installed in this scope of work.

1.1.8 Equipment Bracing

The liquid storage tanks, liquid storage barrels, piping and other systems require seismic bracing due to the seismic criteria and risk category of this occupancy causing the seismic design category to be such that non-structural component bracing is required by ASCE 7, OSHPD, and the VA H-18-8 Seismic Design Guide.

The RO supplier has provided weights, sizes and centers of gravity for all significant equipment being installed. This information is used for the design of bracing and anchorage systems.

1.1.9 Floor Loading

Structural Analysis is included in the design scope of work to verify acceptability of placement of the equipment and storage system components that are being installed as a part of the overall RO system. A distributed load approach as well as a specific equipment weight and location approach has been performed and will not require any additional support for the new equipment.

1.1.10 Existing Structure

The existing structure is a reinforced concrete two-way flat slab floor system with thickened slab areas around high shear locations at loadbearing concrete columns.

A conditional analysis has been performed to determine suitability for project installations in conjunction with structural loadbearing numerical analysis for gravity and lateral loading of the new equipment installations.

Mechanical and Plumbing Systems

1.1.11 Mechanical

Airside System:

New ductwork to be included in our design. The new duct has been sized to meet the load requirements of the new space configuration. The existing systems has been analyzed and deemed sufficient for the renovated space. A load calculation has been done utilizing Trace 3D+ and an associated system report is provided in the appendix.

The mechanical design will adhere to room data sheet requirements due to the more stringent CFM air requirements as compared to the mechanical load calculation.

1.1.12 Plumbing

Reverse Osmosis (RO) System:

Existing RO system and associated piping on the 3rd floor sans the storage tank and booster pump to be demo’d and a new RO system to be installed on the 9th floor. A new RO loop to be installed to replace the existing.

Domestic Water:

Domestic hot and cool water systems to be demo’d back to main and a new line will be provided to serve new sink.

Sanitary and Vent:

New sanitary floor drain to be added and connected back to main on the 9th floor. New sanitary and vent to be added for new sink.

Electrical Systems

1.1.13 Lighting

New energy efficient LED light fixtures shall be included with our design, the light fixtures shall be controlled via local light switches within the space.

New light fixtures information are listed on light fixture schedule and light fixture cut sheets are indicated as well.

Power for light fixtures shall be obtained from existing local normal electrical panels within space.

1.1.14 Power and Receptacles

General purpose receptacles and receptacles required for reverse osmosis equipment are included in our design, they are connected to existing local electrical panels within the space as well as new electrical panels installed on ninth floor.

Electrical requirements for reverse osmosis equipment is based on vendor drawing

Paradigm received, power for this equipment shall be obtained from new electrical panels and transformer for both 120-208 volts, 3-phase, and 277/480 volts, 3-phase.

New conduit and feeder conductors shall be routed from basement distribution panelboard “CEM” up to ninth floor. Each floor penetration shall have UL fire stop / fire sealing. Each floor penetration shall be x-rayed by contractor to ensure no structural members are affected in core drilling through floor.

Distribution panelboard “CEM” shall be load monitored for (30) days continuously per

NEC article 220.87, the load monitoring shall take place prior to issuing Bid Documents, the results of the load monitoring will be included in Bid Documents.

Our drawings indicate homeruns and general conduit routing information. The exact routing paths of branch circuits and feeder conductors shall be the sole responsibility of the contractor and shall be determined at site.

1.1.15 Grounding System

Equipment grounding shall be provided per article 250 of NEC (National Electric Code).

Appendix

Room Cooling and Heating Loads by Component

ROOM_Room 00-00

Conditions at Time of Space Cooling Peak Peak Time (Mo/D/H:M) 5/21 24:00:00

Outside DB / WB / HR 71.1 °F / 56.1 °F / 43.2 gr/lb

Room DB / RH / HR 74.0 °F / 44.7 % / 55.8 gr/lb

Conditions at Time of Space Heating Peak Peak Time (Mo/D/H:M) 1/21 01:00:00

Outside DB / WB / HR 62.4 °F / 32.0 °F / 16.4 gr/lb

Room DB / RH / HR 74.0 °F / 44.7 % / 55.8 gr/lb

Time Percent Instant Delay of

Sensible Sensible Latent Total Total

(Btu/h) (Btu/h) (Btu/h) (Btu/h) (%) Roof 0 0 0 0 0.0 Other Roof 0 0 0 0 0.0 Glass 0 0 0 0 0.0 Door 0 0 0 0 0.0 Wall 0 0 0 0 0.0 Below-Grade Wall 0 0 0 0 0.0 Other Wall 0 0 0 0 0.0 Partition 0 103 0 103 2.3 Exterior Floor 0 0 0 0 0.0 Interior Floor 0 58 0 58 1.3 Slab 0 0 0 0 0.0 Other Floor 0 0 0 0 0.0 Infiltration 0 0 0 0 0.0

Envelope Subtotal 0 162 0 162 -

People 0 0 0 0 0.0 Lights 0 293 0 293 6.5 Miscellaneous Loads 1,911 345 0 2,256 50.1

Internal Subtotal 1,911 638 0 2,548 -

RA (All Other) 0 0 0 0 0.0 DOA Direct to Room 0 0 0 0 0.0 Ceiling 0 77 0 77 1.7 Refrigeration 0 0 0 0 0.0 Service Water 0 0 0 0 0.0 HVAC Equipment Losses 0 0 0 0 0.0 Adj Air Transfer Heat 0 0 0 0 0.0 Sizing Factor Correction 279 0 0 279 6.2 Time Delay Correction 0 0 0 0 0.0

Grand Total 2,190 877 0 3,066 100.0

RA Sensible (Lights) 422 0 0 422 -

Time Percent Instant Delay of

Sensible Sensible Latent Total Total

(Btu/h) (Btu/h) (Btu/h) (Btu/h) (%) Roof 0 0 0 0 0.0 Other Roof 0 0 0 0 0.0 Glass 0 0 0 0 0.0 Door 0 0 0 0 0.0 Wall 0 0 0 0 0.0 Below-Grade Wall 0 0 0 0 0.0 Other Wall 0 0 0 0 0.0 Partition 0 436 0 436 30.3 Exterior Floor 0 0 0 0 0.0 Interior Floor 0 141 0 141 9.8 Slab 0 0 0 0 0.0 Other Floor 0 0 0 0 0.0 Infiltration 0 0 0 0 0.0

Envelope Subtotal 0 578 0 578 -

People 0 0 0 0 0.0 Lights 0 64 0 64 4.5 Miscellaneous Loads 1,911 76 0 1,987 138.1

Internal Subtotal 1,911 140 0 2,051 -

RA (All Other) 0 0 0 0 0.0 DOA Direct to Room 0 0 0 0 0.0 Ceiling 0 144 0 144 10.0 Refrigeration 0 0 0 0 0.0 Service Water 0 0 0 0 0.0 HVAC Equipment Losses 0 0 0 0 0.0 Adj Air Transfer Heat 0 0 0 0 0.0 Sizing Factor Correction 0 0 0 0 0.0 Time Delay Correction 0 -2,773 0 -2,773 -192.8

Grand Total 1,911 -1,911 0 0 100.0

RA Sensible (Lights) 422 0 0 422 -

Engineering Checks

Cooling tons 0.26 Input Ventilation cfm 26 Cooling cfm 147 Calculated Ventilation cfm 26 Cooling ACH 1.48 Calculated Ventilation ACH 0.26 Sec Fan cfm 0 Number of People 0.00 ft²/ton 1,665.89 People per 1000 ft² 0 cfm/ton 575.60 Conditioned ft² 425.6 Btu/h-ft² 7.20 Volume (ft³) 5,957.9

Engineering Checks

Heating Mbh 0.00 Input Ventilation cfm 26 Heating cfm 147 Calculated Ventilation cfm 26 Heating ACH 1.48 Calculated Ventilation ACH 0.26 Sec Fan cfm 0 Number of People 0.00 ft²/Mbh 41,581,585,6 People per 1000 ft² 0 cfm/Mbh 14,369,955,4 Conditioned ft² 425.6 Btu/h-ft² 0.00 Volume (ft³) 5,957.9

Alternative: Primary Calculated at: Dec 19, 2023 - 05:22 PM

LON2201 - Long Beach.mdf TRACE 3D Plus 5.20.117File name:

STRUCTURAL

CALCULATIONS

PROJECT #600-23-111

SITE PREP FOR HEMODIALYSIS INSTALL NEW SKID BASE HEAT

TREATMENT RO WATER SYSTEM, B126, 3RD FLOOR

TIBOR RUBIN VAMC

5901 E 7TH ST, LONG BEACH, CA 90822

3/9/23, 7:13 PM ATC Hazards by Location https://hazards.atcouncil.org/#/seismic?lat=33.7786546&lng=-118.1185821&address=5901 E 7th St%2C Long Beach%2C CA 90822 1/2

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Hazards by Location

Search Information

Address: 5901 E 7th St, Long Beach, CA 90822

Coordinates: 33.7786546, -118.1185821

Elevation: 76 ft

Timestamp: 2023-03-10T01:04:33.236Z

Hazard Type: Seismic

Reference Document: ASCE7-16

Risk Category: IV

Site Class: C

MCER Horizontal Response Spectrum Design Horizontal Response Spectrum

Basic Parameters

Name Value Description

SS 1.553 MCER ground motion (period=0.2s)

S1 0.56 MCER ground motion (period=1.0s)

SMS 1.864 Site-modified spectral acceleration value

SM1 0.806 Site-modified spectral acceleration value

SDS 1.242 Numeric seismic design value at 0.2s SA

SD1 0.538 Numeric seismic design value at 1.0s SA

Additional Information

Name Value Description

SDC D Seismic design category

Fa 1.2 Site amplification factor at 0.2s

Fv 1.44 Site amplification factor at 1.0s

CRS 0.903 Coefficient of risk (0.2s)

CR1 0.904 Coefficient of risk (1.0s)

PGA 0.677 MCEG peak ground acceleration

FPGA 1.2 Site amplification factor at PGA

PGAM 0.813 Site modified peak ground acceleration

TL 8 Long-period transition period (s)

SsRT 1.553 Probabilistic risk-targeted ground motion (0.2s)

SsUH 1.72 Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years)

SsD 2.403 Factored deterministic acceleration value (0.2s)

S1RT 0.56 Probabilistic risk-targeted ground motion (1.0s)

S1UH 0.619 Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years)

76 ft

Map data ©2023 Google, INEGI

0 2 4 6 8 Period (s) 0.00

0.50

1.00

1.50

Sa(g)

0 2 4 6 8 Period (s) 0.00

0.20

0.40

0.60

0.80

1.00

1.20

Sa(g) https://hazards.atcouncil.org/contact https://hazards.atcouncil.org/eol https://maps.google.com/maps?ll=33.778655,-118.118582&z=8&t=m&hl=en-US&gl=US&mapclient=apiv3

3/9/23, 7:13 PM ATC Hazards by Location https://hazards.atcouncil.org/#/seismic?lat=33.7786546&lng=-118.1185821&address=5901 E 7th St%2C Long Beach%2C CA 90822 2/2

S1D 0.832 Factored deterministic acceleration value (1.0s)

PGAd 0.98 Factored deterministic acceleration value (PGA)

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Please note that the ATC Hazards by Location website will not be updated to support ASCE 7-22. Find out why.

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Date 4/8/2023 Sheet No. of Job Long Beach Hemodialysis Subject Seismic

SEISMIC LOAD SUMMARY

ASCE 7-16

1. Input

Spectral Response Acceleration for Short Periods, Ss= 1.553 Spectral Response Acceleration for 1-second Periods, S1= 0.560 Site Classification (A,B,C,D,E,F)= C (ASCE 7 Ch.20 Table 20.3-1) Risk Category = IV (IBC Table 1604.5 & ASCE: Table 1-5-1)

Basic Structural System Moment Resisting Frame Systems (Table 12.2-1) Lateral Force Resisting System Special Reinforced Concrete Moment Frames (Table 12.2-1) Response Modification Factor, R= (refer to footnote g for .5 reduction for Flexible Diaphragms) 8 (Table 12.2-1) Overstrength Factor, Wo= 3 (Table 12.2-1) Deflection Amplification Factor, Cd= 5.5 (Table 12.2-1) rx , redundancy in x-dir.= ( Redundancy is either 1.0 or 1.3) 1.30 (ASCE 7 Section 12.3.4) ry , redundancy in y-dir.= ( Redundancy is either 1.0 or 1.3) 1.30 (ASCE 7 Section 12.3.4) r, =1.0 for Seismic Design Category B and C, RE: ASCE 7 Section 12.3.4.1 for additional exceptions.

Is your structure regular with a period<.5 sec? yes (Yes or No, ASCE 7 Section 12.8.1.3) Is structure short period with a rigid diaphragm? yes (Yes or No, ASCE 7 Section 11.6) Is structure short period with a flexible diaphragm with vertical elements of Seismic Force Resisting System spaced at 40 feet on center max.? yes (Yes or No, ASCE 7 Section 11.6)

(For Wall anchorage requirements per Section 12.11.2.1) Span length of flexible diaphragm -x dir. = 0 feet Input 0 for rigid diaphragm Span length of flexible diaphragm -y-dir. = 0 feet

2. Determine Design Spectral Response Accelerations and Seismic Design Category, Section 11.6:

Acceleration for Short Period Site Coefficient, Fa= 1.20 ATC Hazards Calculation Site Adjusted Spectral Response Acceleration for Short Periods, Sms= 1.864 (IBC Section 1613.3.3, ASCE 7 Section 11.4.3) Acceleration for 1-Second Period Site Coefficient, Fv= 1.440 ATC Hazards Calculation Site Adjusted Spectral Response Acceleration for 1-second Periods, Sm1= 0.806

Design Spectral Response Acceleration for Short Periods, Sds= 1.242 (IBC Section 1613.3.4 and ASCE 7 Section 11.4.4) Seismic Design Category based on short period= D Design Spectral Response Acceleration for 1-second Periods, Sd1= 0.538 Seismic Design Category based on 1-second period= D

Design Response Spectrum, Ts per 11.4.5 = 0.433 seconds

Can the Seismic Design Category be based on the short period alone? Yes (IBC Section 1613.3.5, ASCE 7 Section 11.6)

Seismic Design Category for design = D (Most severe case except as allowed bySection 11.6)

3. Seismic Base Shear for the Lateral Force Resisting System using the Equivalent Lateral Force Procedure, Section 12.8:

a. Calculation of Seismic Base Shear Coefficient:

Seismic Importance Factor, Ie= 1.50 (ASCE 7 Table 1.5-2 )

Strength (1.0E) ASD ( 0.7E) Cs= (Sds/(R / I)) = 0.225 0.158 (Equation 12.8-2)

b. Horizontal Seismic Load, Section 12.4.2.1= For the X-direction: Eh= 0.293 W 0.205 W For the Y-direction: Eh= 0.293 W 0.205 W

c. Vertical Seismic Load Component, Section 12.4.2.2:

Ev = 0.2 Sds D = 0.248 D 0.174 D For design of foundations using ASD and where Sds<0.125, vertical force may be taken as zero. (Section 12.4.2.2)

d. Find the Design Seismic Shear for the Diaphragm, Section 12.10.1.): Strength (1.0E) ASD ( 0.7E) Force shall not be less than 0.2*Ie*Sds= 0.373 W 0.261 W but need not exceed 0.4*Ie*Sds 0.745 W 0.522 W

For a one story building, Fpx= 0.373 W 0.261 W

e. For collector elements in Seismic Design Categories C through F:

Emh= 0.675 W 0.394 W

Notes:

1. A building that is low rise (one or two story) building with a short period is assumed for calculation of Seismic Response Coefficient, Cs.

2. The values for design spectral response acceleration assume a regular structure of 5 stories or less with a period, T < 0.5 seconds

3. The values for design forces for the diaphragm assume no offsets or changes in the stiffness of the vertical components

Subject Seismic

SEISMIC LOAD SUMMARY

ASCE 7-16

4. Minimum Continuous Load Path, Interconnection and Connection to supports, Section 12.1.3 and 12.1.4:

equipment supported by the structure: (Chapter 13 and Section 12.10)

a. Continuous Load Path and Interconnection : Strength (1.0E) ASD ( 0.7E)

Fp= 0.133 Sds wp or .05 wp min .= 0.248 Wp 0.174 Wp (Section 12.1.3)

b. Connection to Supports, Section 12.1.4 :

Fp= .05 * dead + live reaction = 0.050 Rd+l 0.035 Rd+l (Section 12.1.4)

5. Structural Walls and Anchorage, Section 12.11 Strength (1.0E) ASD ( 0.7E)

a. Minimum Out-of-Plane Forces on Structural Walls, Section 12.11:

Fp= 0.40 Ie Sds wp or .10 wp min .= 0.745 Wp 0.522 Wp

b. Minimum anchorage connection of structural walls to supporting construction, Section 12.11.2.1 and 12.11.2:

For loading in the x-direction: Strength (1.0E) ASD ( 0.7E) ka= 1.0+Lf/100 or max 2.0 = 1.00 Fp= 0.4ka Sds wp or .2 ka wp min. = 0.497 Wp 0.348 Wp Fp * 1.4 for steel elements per 12.11.2.2.2 0.696 Wp 0.487 Wp

For loading in the y-direction:

ka= 1.0+Lf/100 or max 2.0 = 1.00 Fp= 0.4ka Sds wp or .2 ka wp min. = 0.497 Wp 0.348 Wp Fp * 1.4 for steel elements per 12.11.2.2.2 0.696 Wp 0.487 Wp

The minimum wall anchorage load for concrete or masonry walls is 0.2* the wall weight or 5 psf per 1.4.5.

6. Horizontal Seismic Design Force on Nonstructural Architectural Components, Section 13.3:

For Ip =1.0 For Ip=1.5

Fp max = 1.6 Sds Ip Wp= 1.988 Wp 2.982 Wp (Equation 13.3-2) Fp min = 0.3 Sds Ip Wp= 0.373 Wp 0.559 Wp (Equation 13.3-3)

The Seismic Design Force is based on Equation 13.3-1, with the minimum and maximum limits noted abpve.

Fp= 0.4 ap Sds Wp (1 + 2 z/h)/(Rp/Ip)

Seismic Design Force Summary on Architectural Components ap= Rp= Ip= z/h= Strength (1.0E) ASD ( 0.7E)

1 Mechanical equipment components with sheet metal housings 2.50 6.00 1.50 1.00 0.932 Wp 0.652 Wp (Table 13.5-1)

2. Braced Interior Non-masonry walls and partitions Fp at floor= 1.00 2.50 1.00 0.00 0.373 Wp 0.261 Wp (Table 13.5-1) Fp at roof= 1.00 2.50 1.00 1.00 0.596 Wp 0.417 Wp (Table 13.5-1)

Fp average at roof and floor: 0.485 Wp 0.339 Wp

3. Braced Interior Unreinforced masonry walls and partitions Fp at floor= 1.00 1.50 1.00 0.00 0.373 Wp 0.261 Wp (Table 13.5-1) Fp at roof= 1.00 1.50 1.00 1.00 0.994 Wp 0.696 Wp (Table 13.5-1)

Fp average at roof and floor: 0.683 Wp 0.478 Wp

4. Cantilevered (Unbraced) Interior Nonstructural walls 2.50 2.50 1.00 0.00 0.497 Wp 0.348 Wp (Table 13.5-1)

5. Mechanical tanks, bins, with high deformability materials 1.00 2.50 1.50 1.00 0.895 Wp 0.626 Wp (Table 13.5-1)

6. Exterior Nonstructural Wall Elements Fp at floor= 1.00 2.50 1.00 0.00 0.373 Wp 0.261 Wp (Table 13.5-1)

Fp at roof= 1.00 2.50 1.00 1.00 0.596 Wp 0.417 Wp (Table 13.5-1) Fp average at roof and floor: 0.485 Wp 0.339 Wp

For the Body of the Wall Panel Connection:

Fp at floor= 1.00 2.50 1.00 0.00 0.373 Wp 0.261 Wp (Table 13.5-1) Fp at roof= 1.00 2.50 1.00 1.00 0.596 Wp 0.417 Wp (Table 13.5-1)

For the fasteners of the connecting system:

Fp at floor= 1.25 1.00 1.00 0.00 0.621 Wp 0.435 Wp (Table 13.5-1) Fp at roof= 1.25 1.00 1.00 1.00 1.864 Wp 1.305 Wp (Table 13.5-1)

7. Appendages and OrnamentationEquipment with integral steel frames for anchorage 2.50 3.00 1.50 1.00 1.864 Wp 1.305 Wp (Table 13.5-1)

Per 12.11.2.2, the strength design force for steel elements with the exception of anchor bolts and reinforcing steel shall be increased by 1.4 times.

Subject Seismic

SEISMIC LOAD SUMMARY

ASCE 7-16

Site Coefficient, Fa Table 11.4-1 and IBC 1613.3.3(1) Site Mapped Spectral Response Acceleration at Short Periods (Ss) Class Ss<=0.25 0.5 0.75 1 Ss>=1.25

A 0.80 0.80 0.80 0.80 0.80 B 1.00 1.00 1.00 1.00 1.00 C 1.20 1.20 1.10 1.00 1.00 D 1.60 1.40 1.20 1.10 1.00 E 2.50 1.70 1.20 0.90 0.90 F --- --- --- --- ---

Site Coefficient, Fv Table 11.4-2 and IBC 1613.3.3(2) Site Mapped Spectral Response Acceleration at 1 Second Period (S1) Class S1<=0.1 0.2 0.3 0.4 S1>=0.5 A 0.80 0.80 0.80 0.80 0.80 B 1.00 1.00 1.00 1.00 1.00 C 1.70 1.60 1.50 1.40 1.30 D 2.40 2.00 1.80 1.60 1.50 E 3.50 3.20 2.80 2.40 2.40 F --- --- --- --- ---

Seismic Design Category based on Short Period Response Acceleration (IBC Table 1613.3.5(1) and 11.6-1) Value of Occupancy Category Sds I or II III IV Sds<=0.167 A A A 0.167<=Sds<0.33 B B C 0.33<=Sds<0.5 C C D 0.5<=Sds D D D S1>=0.75 E E F

Seismic Design Category Based on 1-Second Period Response Acceleration (Table 1613.5.6(2) and 11.6-2) Value of Occupancy Category Sd1 I or II III IV Sd1<=0.067 A A A 0.067<=Sd1<0.133 B B C 0.133<=Sd1<0.2 C C D 0.2<=Sd1 D D D S1>=0.75 E E F

Component Equipment Weight 500 lb Center of Gravity 16.75 in # anchors Wall Bracing Height 28 in 2 Bracing load 93.62 lb Seismic Factor (0.7) 0.626

Component Equipment Weight 1599 lb Center of Gravity 35.5 in # anchors Wall Bracing Height 54 in 2 Bracing load 329.02 lb Seismic Factor (0.7) 0.626

Component Equipment Weight 795 lb Center of Gravity 20 in # anchors Wall Bracing Height 36 in 2 Bracing load 138.24 lb Seismic Factor (0.7) 0.626

Equipment Anchorage Bracing Loads 55 gal Drum

Equipment Anchorage Bracing Loads Poly Tank

Equipment Anchorage Bracing Loads Brine Tank

RAM SBeam v3.0 Shear, Moment, and Deflection Diagrams

Span information (ft): I-End (0.00,0.00) J-End (21.67,0.00)

Shear

-2

Moment

Deflection

-0.7

0.0

Max DL Shear = 2.18 kips Max Shear = 2.61 kips

Max Pos Moment = 11.99 kip-ft at 9.404 ft f'c 4000 psi fMn 18.3832 k-ft fy 60000 psi Code Eqn h 7.5 in Mn = As*fy*(d-.59As*fy/f'c*b) clear cover 1.5 in d 6 in b 12 in

As 0.75 in2 Kn 601.5 (Flex 2.2) p 0.010417 Tables F = bd2/12000 0.036 p = .01069 As 0.76968

Mu 19.4886 k-ft

Kn 194.1 (Flex 2.2) Tables F = bd2/12000 0.036 p = .00333 As 0.239976 Mu 6.28884 k-ft

6.83052 k

Max spacing d/2 or 24" 3 in

A Stirrup 0.11 in2 less spacing

Spacing 10.5 in Av min 50bws/fy 0.105 in2

Steel Strength

2.828571 k

Total section strength

9.659091 k

*No stirrups req'd at fVc/2 > Vu

As= M (k-ft)/1.76/d (in) need more than min

Shear fVc = f2(f'c)1/2bwd Concrete strength

Working Stress fVs = f*Av*fy*d/s fVn = fVs + fVc f = .75

4ksi con. & 60ksi stl

Concrete Beam Capacity (Ultimate Strength) using P preferred 4ksi con. & 60ksi stl using Pmin

For use with factored loads!!! 1.2 & 1.6Moment smaller beam more otpimal

Trend Summary Report

Operator Test Site

CEATS

VA Long Beach

30 Day Load Study Report

Database File Name: AL834_128385LHDv_11.dvb

Comments

Recording Start Date 3/16/2023

Recording Duration 30:00:00:15 (d:h:min:s)

Instrument ID AL834 128385LHDv

Trend Summary Report - CEATS - Coversheet, 1 of 140

Arms

7:21:36 AM

3/16/2023

7:21:36 AM

4/15/2023

6 days/Div 30:00:00:00 (d:h:min:s)

Arms

7:21:36 AM

3/16/2023

7:21:36 AM

4/15/2023

6 days/Div 30:00:00:00 (d:h:min:s)

Legend Name AVG MIN MAX Units Samples -- I1 204.4 170.5 295.0 Arms 172801 -- I2 205.7 163.5 305.5 Arms 172801 -- I3 218.5 182.0 323.5 Arms 172801

I1 (Arms) Date Time MIN MAX AVG Samples

4/14/2023 11:36:36 PM 171.5 180.5 175.9 60

4/14/2023 10:51:36 PM 171.0 182.5 176.6 60

4/15/2023 12:36:36 AM 175.5 186.5 179.3 60

4/14/2023 11:06:36 PM 170.5 186.5 180.0 60

3/25/2023 12:06:36 AM 176.0 187.5 180.6 60

4/15/2023 12:06:36 AM 173.0 189.0 180.9 60

4/15/2023 12:21:36 AM 175.5 187.0 181.1 60

3/24/2023 11:21:36 PM 176.0 186.0 181.1 60

4/14/2023 11:51:36 PM 172.0 187.5 181.3 60

3/21/2023 2:51:36 AM 175.5 188.5 181.4 60

4/14/2023 10:36:36 PM 176.0 188.0 181.9 60

3/25/2023 12:21:36 AM 176.0 188.5 181.9 60

4/14/2023 10:21:36 PM 177.0 188.0 181.9 60

3/24/2023 11:06:36 PM 176.5 189.5 182.0 60

4/15/2023 1:36:36 AM 178.5 187.5 182.0 60

4/15/2023 2:06:36 AM 178.0 190.0 182.1 60

3/31/2023 1:21:36 AM 176.5 189.0 182.1 60

3/30/2023 1:06:36 AM 176.5 187.5 182.2 60

4/14/2023 11:21:36 PM 176.0 191.0 182.3 60

3/24/2023 11:51:36 PM 173.5 188.0 182.4 60

3/21/2023 2:36:36 AM 179.0 187.5 182.4 60

4/2/2023 4:36:36 AM 176.0 192.5 182.5 60

3/26/2023 3:51:36 AM 178.5 190.0 182.6 60

3/24/2023 11:36:36 PM 178.5 190.0 182.8 60

3/30/2023 12:21:36 AM 177.0 188.5 183.0 60

3/31/2023 12:21:36 AM 177.5 190.0 183.0 60

4/15/2023 1:06:36 AM 176.5 186.0 183.1 60

4/2/2023 5:51:36 AM 175.5 189.5 183.2 60

4/2/2023 2:51:36 AM 178.0 188.5 183.3 60

3/30/2023 2:21:36 AM 177.5 190.0 183.3 60

4/2/2023 4:21:36 PM 179.5 189.0 183.3 60

3/21/2023 1:51:36 AM 178.5 188.5 183.4 60

3/25/2023 11:36:36 PM 178.0 190.0 183.5 60

3/31/2023 2:36:36 AM 178.5 188.5 183.6 60

4/2/2023 4:21:36 AM 180.0 186.5 183.7 60

4/15/2023 - 6:16:51 AM

Value

194.5 I1 (Arms)

Trend Summary Report - CEATS - Phase A, 2 of 140

3/26/2023 5:51:36 AM 176.5 190.0 183.7 60

4/2/2023 2:21:36 AM 179.5 190.5 183.7 60

3/31/2023 12:06:36 AM 180.0 190.0 183.7 60

3/26/2023 6:51:36 AM 179.0 188.5 183.7 60

3/24/2023 12:06:36 AM 178.5 187.0 183.8 60

3/20/2023 11:51:36 PM 179.5 188.0 183.8 60

4/4/2023 1:21:36 AM 177.0 191.0 183.8 60

4/15/2023 2:36:36 AM 179.0 190.5 183.8 60

3/26/2023 4:21:36 AM 178.0 189.0 183.8 60

4/2/2023 5:06:36 AM 178.0 188.5 183.9 60

4/15/2023 2:21:36 AM 178.0 190.5 183.9 60

3/31/2023 12:36:36 AM 179.5 190.5 183.9 60

3/31/2023 3:21:36 AM 178.0 190.0 183.9 60

3/21/2023 2:06:36 AM 179.5 190.0 183.9 60

3/21/2023 3:21:36 AM 176.5 190.0 184.0 60

3/26/2023 4:21:36 PM 180.5 187.5 184.0 60

4/2/2023 3:06:36 AM 178.0 192.0 184.0 60

4/15/2023 1:51:36 AM 180.0 190.0 184.0 60

3/17/2023 1:06:36 AM 179.0 189.5 184.0 60

3/25/2023 12:51:36 AM 176.0 194.5 184.1 60

4/4/2023 2:51:36 AM 178.5 190.0 184.1 60

4/4/2023 12:21:36 AM 179.0 192.5 184.1 60

3/31/2023 1:36:36 AM 179.0 190.0 184.1 60

4/2/2023 3:51:36 AM 177.0 191.5 184.2 60

3/29/2023 11:51:36 PM 179.5 190.0 184.3 60

3/21/2023 2:21:36 AM 179.5 189.5 184.3 60

4/7/2023 1:06:36 AM 177.0 190.0 184.3 60

4/1/2023 6:21:36 PM 179.0 190.0 184.3 60

3/21/2023 1:21:36 AM 180.5 191.0 184.3 60

4/15/2023 12:51:36 AM 175.0 197.5 184.4 60

3/30/2023 11:36:36 PM 180.0 190.0 184.4 60

4/7/2023 2:36:36 AM 177.5 191.5 184.4 60

4/15/2023 3:36:36 AM 179.5 191.5 184.5 60

3/26/2023 12:51:36 AM 177.5 195.5 184.5 60

3/26/2023 5:36:36 AM 178.5 190.5 184.5 60

3/31/2023 2:06:36 AM 178.5 194.0 184.5 60

4/14/2023 10:06:36 PM 176.0 190.5 184.5 60

3/30/2023 12:51:36 AM 179.0 192.0 184.5 60

4/2/2023 5:21:36 AM 176.5 188.5 184.5 60

3/30/2023 3:51:36 AM 180.5 187.5 184.5 60

3/24/2023 10:36:36 PM 179.5 189.5 184.5 60

4/5/2023 2:36:36 AM 179.5 192.5 184.6 60

3/30/2023 11:51:36 PM 181.5 189.5 184.6 60

4/5/2023 4:06:36 AM 180.5 189.0 184.6 60

4/12/2023 4:06:36 AM 179.0 193.0 184.6 60

3/26/2023 5:06:36 AM 178.5 190.5 184.6 60

4/15/2023 2:51:36 AM 178.0 190.5 184.7 60

4/11/2023 3:36:36 AM 179.0 189.0 184.7 60

3/21/2023 1:06:36 AM 179.5 193.0 184.7 60

3/28/2023 12:51:36 AM 179.5 190.0 184.7 60

3/30/2023 2:06:36 AM 180.0 190.0 184.8 60

3/30/2023 3:21:36 AM 177.5 189.5 184.8 60

3/26/2023 6:06:36 AM 178.5 190.0 184.8 60

4/5/2023 1:36:36 AM 179.5 190.0 184.8 60

4/2/2023 8:36:36 AM 179.5 190.5 184.9 60

4/5/2023 2:21:36 AM 179.0 190.5 184.9 60

3/21/2023 4:06:36 AM 180.5 190.5 185.0 60

3/30/2023 1:51:36 AM 179.0 190.0 185.0 60

3/26/2023 6:36:36 AM 178.5 190.0 185.0 60

4/2/2023 9:06:36 AM 182.0 190.0 185.0 60

4/13/2023 3:51:36 AM 180.0 194.5 185.0 60

3/27/2023 3:06:36 AM 179.0 190.0 185.1 60

4/5/2023 12:21:36 AM 180.5 193.5 185.1 60

Trend Summary Report - CEATS - Phase A, 3 of 140

3/31/2023 12:51:36 AM 177.5 192.0 185.1 60

3/30/2023 12:36:36 AM 181.5 188.5 185.1 60

4/5/2023 12:06:36 AM 180.5 191.5 185.2 60

4/2/2023 4:51:36 AM 180.0 192.5 185.2 60

4/4/2023 3:51:36 AM 181.0 190.5 185.2 60

3/26/2023 4:51:36 AM 178.0 191.5 185.2 60

3/26/2023 2:21:36 AM 178.5 192.0 185.2 60

4/2/2023 5:36:36 AM 180.5 194.0 185.2 60

4/5/2023 1:51:36 AM 178.5 191.5 185.3 60

4/4/2023 11:51:36 PM 181.5 191.0 185.3 60

4/5/2023 1:21:36 AM 179.5 193.5 185.3 60

4/2/2023 11:36:36 PM 180.5 190.5 185.3 60

4/2/2023 4:06:36 AM 179.5 191.0 185.3 60

3/25/2023 1:21:36 AM 181.0 190.5 185.3 60

3/27/2023 3:21:36 AM 180.5 190.5 185.3 60

4/12/2023 3:36:36 AM 178.5 190.0 185.3 60

3/21/2023 12:06:36 AM 179.0 191.0 185.4 60

4/12/2023 12:06:36 AM 180.5 192.5 185.4 60

3/26/2023 9:06:36 AM 179.5 194.5 185.4 60

4/4/2023 2:36:36 AM 179.0 191.5 185.4 60

4/15/2023 3:51:36 AM 181.0 190.5 185.4 60

3/26/2023 3:36:36 AM 179.0 191.0 185.4 60

3/25/2023 6:21:36 PM 180.0 190.0 185.4 60

3/25/2023 2:06:36 AM 181.0 188.5 185.4 60

3/26/2023 4:36:36 AM 177.0 194.0 185.4 60

4/2/2023 6:21:36 AM 180.5 191.0 185.4 60

4/13/2023 1:21:36 AM 180.0 191.5 185.4 60

4/10/2023 11:36:36 PM 181.5 189.0 185.4 60

4/13/2023 1:36:36 AM 180.5 191.5 185.5 60

4/15/2023 4:21:36 AM 178.5 195.5 185.5 60

4/2/2023 10:06:36 AM 180.5 190.0 185.5 60

3/26/2023 5:21:36 AM 178.5 190.0 185.5 60

3/21/2023 12:36:36 AM 180.5 189.5 185.5 60

3/26/2023 6:21:36 AM 180.5 192.0 185.5 60

4/2/2023 6:06:36 AM 179.5 192.5 185.6 60

4/13/2023 12:36:36 AM 180.5 191.5 185.6 60

4/2/2023 9:36:36 PM 180.0 191.5 185.6 60

3/21/2023 1:36:36 AM 178.5 191.0 185.6 60

3/30/2023 3:36:36 AM 178.5 191.0 185.6 60

4/5/2023 3:06:36 AM 181.0 192.5 185.6 60

4/2/2023 4:51:36 PM 180.5 191.0 185.6 60

4/2/2023 10:36:36 AM 180.5 194.0 185.6 60

4/4/2023 1:51:36 AM 181.0 191.0 185.7 60

4/12/2023 2:21:36 AM 180.5 191.5 185.7 60

4/12/2023 11:51:36 PM 180.5 194.5 185.7 60

4/15/2023 3:06:36 AM 180.0 193.0 185.7 60

3/26/2023 1:06:36 AM 180.5 190.0 185.8 60

4/6/2023 11:51:36 PM 179.5 194.5 185.8 60

3/26/2023 6:36:36 PM 180.5 192.0 185.8 60

3/28/2023 3:51:36 AM 182.0 190.0 185.8 60

3/30/2023 1:36:36 AM 182.0 191.0 185.8 60

3/26/2023 3:06:36 AM 177.0 195.5 185.9 60

3/27/2023 12:36:36 AM 182.0 189.5 185.9 60

4/5/2023 12:51:36 AM 180.0 191.5 185.9 60

4/2/2023 10:06:36 PM 179.5 193.0 185.9 60

4/12/2023 2:06:36 AM 181.5 194.5 185.9 60

4/13/2023 2:36:36 AM 181.0 190.5 185.9 60

4/2/2023 12:51:36 AM 178.5 195.0 185.9 60

4/4/2023 3:21:36 AM 179.0 194.0 186.0 60

3/26/2023 2:51:36 AM 177.5 193.0 186.0 60

4/2/2023 7:21:36 AM 179.0 191.5 186.0 60

3/26/2023 4:36:36 PM 178.5 191.5 186.0 60

4/2/2023 3:21:36 AM 180.5 191.0 186.0 60

Trend Summary Report - CEATS - Phase A, 4 of 140

3/17/2023 1:51:36 AM 180.5 191.5 186.1 60

3/31/2023 1:51:36 AM 181.0 191.5 186.1 60

4/2/2023 4:36:36 PM 181.5 192.0 186.1 60

4/5/2023 3:36:36 AM 181.0 192.0 186.1 60

4/9/2023 4:06:36 AM 181.0 190.0 186.1 60

3/30/2023 2:51:36 AM 180.5 197.0 186.1 60

4/4/2023 12:51:36 AM 181.5 194.5 186.1 60

4/4/2023 3:06:36 AM 182.5 190.0 186.2 60

3/28/2023 1:21:36 AM 180.0 190.5 186.2 60

3/21/2023 12:51:36 AM 180.5 189.5 186.2 60

3/25/2023 8:36:36 PM 181.5 191.0 186.2 60

4/2/2023 2:06:36 AM 178.5 194.0 186.2 60

4/7/2023 12:21:36 AM 182.5 193.0 186.2 60

3/26/2023 1:21:36 AM 181.0 190.5 186.3 60

3/26/2023 3:21:36 AM 180.5 191.5 186.3 60

4/9/2023 2:06:36 AM 178.5 192.0 186.3 60

4/4/2023 3:36:36 AM 179.5 192.0 186.3 60

3/25/2023 11:21:36 PM 176.5 192.5 186.3 60

4/2/2023 9:51:36 AM 181.5 194.0 186.3 60

3/25/2023 1:36:36 AM 181.0 195.0 186.3 60

3/17/2023 3:36:36 AM 180.5 192.0 186.3 60

3/28/2023 2:51:36 AM 181.5 192.0 186.3 60

3/31/2023 1:06:36 AM 178.5 193.5 186.3 60

4/7/2023 1:51:36 AM 181.0 193.0 186.3 60

3/26/2023 12:06:36 AM 182.5 190.5 186.3 60

3/26/2023 2:36:36 AM 182.0 191.5 186.4 60

4/10/2023 12:36:36 AM 181.5 190.5 186.4 60

4/2/2023 3:21:36 PM 180.5 193.0 186.4 60

4/13/2023 1:06:36 AM 180.0 191.5 186.4 60

3/27/2023 1:06:36 AM 180.0 192.5 186.4 60

4/2/2023 3:36:36 AM 183.5 189.5 186.4 60

3/26/2023 11:36:36 PM 182.0 193.0 186.4 60

3/17/2023 2:36:36 AM 180.5 193.0 186.4 60

4/11/2023 2:51:36 AM 179.0 193.0 186.5 60

4/7/2023 12:36:36 AM 181.0 192.0 186.5 60

3/24/2023 1:21:36 AM 180.0 192.5 186.5 60

4/11/2023 1:36:36 AM 180.5 192.5 186.5 60

4/12/2023 12:51:36 AM 182.0 193.0 186.5 60

4/8/2023 1:06:36 AM 181.5 192.5 186.5 60

3/31/2023 4:06:36 AM 183.0 191.5 186.5 60

4/2/2023 10:21:36 PM 182.5 193.0 186.5 60

4/11/2023 12:51:36 AM 180.5 193.0 186.5 60

4/4/2023 2:21:36 AM 180.5 190.0 186.5 60

4/1/2023 6:51:36 PM 180.5 192.5 186.5 60

4/12/2023 3:06:36 AM 182.0 192.0 186.5 60

3/17/2023 5:06:36 AM 180.0 192.5 186.6 60

4/4/2023 1:06:36 AM 177.0 193.5 186.6 60

3/16/2023 11:51:36 PM 181.5 192.5 186.6 60

4/2/2023 5:51:36 PM 182.0 193.0 186.6 60

4/12/2023 2:51:36 AM 181.0 193.5 186.6 60

4/12/2023 3:21:36 AM 181.0 194.5 186.6 60

4/2/2023 7:51:36 AM 180.5 192.0 186.6 60

3/24/2023 10:21:36 PM 182.5 195.0 186.6 60

3/29/2023 2:51:36 AM 178.5 194.5 186.6 60

4/2/2023 6:51:36 AM 178.0 192.5 186.6 60

3/26/2023 8:36:36 AM 180.0 194.5 186.7 60

4/3/2023 1:36:36 AM 180.5 194.5 186.7 60

4/2/2023 12:36:36 PM 183.0 191.0 186.7 60

4/11/2023 2:06:36 AM 180.5 195.0 186.7 60

3/17/2023 4:21:36 AM 181.5 193.0 186.7 60

3/26/2023 11:06:36 PM 180.5 195.0 186.7 60

4/3/2023 3:06:36 AM 183.5 190.0 186.7 60

3/28/2023 2:36:36 AM 183.0 193.5 186.7 60

Trend Summary Report - CEATS - Phase A, 5 of 140

3/30/2023 3:06:36 AM 180.0 191.5 186.7 60

4/7/2023 3:06:36 AM 182.5 193.5 186.7 60

4/2/2023 7:36:36 AM 182.5 190.5 186.7 60

3/17/2023 2:51:36 AM 180.0 192.5 186.7 60

3/17/2023 12:51:36 AM 180.5 194.0 186.7 60

4/2/2023 11:21:36 AM 181.0 193.0 186.8 60

3/25/2023 12:36:36 AM 177.5 193.0 186.8 60

3/27/2023 1:51:36 AM 182.0 190.0 186.8 60

4/2/2023 2:21:36 PM 182.5 193.0 186.8 60

3/27/2023 12:06:36 AM 180.5 193.0 186.8 60

4/3/2023 3:21:36 AM 180.5 193.5 186.8 60

3/25/2023 9:06:36 PM 179.5 194.5 186.8 60

4/11/2023 12:21:36 AM 182.0 194.5 186.8 60

3/25/2023 4:36:36 AM 180.0 191.0 186.8 60

4/5/2023 2:06:36 AM 181.0 192.5 186.8 60

4/3/2023 2:06:36 AM 180.0 192.5 186.8 60

3/27/2023 4:21:36 AM 180.0 194.0 186.8 60

4/15/2023 1:21:36 AM 180.0 193.0 186.8 60

3/22/2023 3:36:36 AM 184.0 191.0 186.8 60

4/9/2023 1:06:36 AM 182.5 193.0 186.8 60

4/12/2023 2:36:36 AM 181.5 196.5 186.9 60

3/25/2023 2:21:36 AM 180.5 192.0 186.9 60

3/23/2023 11:21:36 PM 182.5 193.0 186.9 60

3/28/2023 3:36:36 AM 184.0 194.0 186.9 60

3/24/2023 12:51:36 AM 180.5 192.5 186.9 60

3/30/2023 10:51:36 PM 181.5 193.5 187.0 60

4/1/2023 10:21:36 PM 184.0 190.0 187.0 60

3/28/2023 2:21:36 AM 181.5 194.5 187.0 60

4/7/2023 5:51:36 AM 180.5 193.5 187.0 60

4/8/2023 1:51:36 AM 181.5 191.0 187.0 60

4/2/2023 1:21:36 AM 182.0 191.5 187.0 60

3/25/2023 3:51:36 AM 181.0 193.0 187.0 60

4/8/2023 1:21:36 AM 181.5 192.0 187.0 60

3/26/2023 10:36:36 AM 179.5 193.5 187.0 60

3/29/2023 11:36:36 PM 183.5 191.0 187.0 60

4/1/2023 1:36:36 AM 183.0 192.0 187.0 60

4/13/2023 1:51:36 AM 181.5 193.5 187.1 60

4/12/2023 12:36:36 AM 183.0 192.0 187.1 60

3/26/2023 9:36:36 AM 183.5 192.5 187.1 60

3/21/2023 3:51:36 AM 180.5 191.5 187.1 60

4/1/2023 7:21:36 PM 181.0 194.0 187.1 60

4/2/2023 2:36:36 AM 181.5 194.5 187.1 60

3/31/2023 3:06:36 AM 179.5 195.0 187.1 60

4/3/2023 12:06:36 AM 180.5 192.5 187.1 60

4/4/2023 2:06:36 AM 183.0 191.5 187.1 60

4/12/2023 1:36:36 AM 182.0 197.0 187.1 60

4/2/2023 7:06:36 AM 183.0 192.5 187.1 60

3/23/2023 11:51:36 PM 180.5 197.0 187.1 60

3/31/2023 2:51:36 AM 182.5 195.0 187.1 60

4/12/2023 1:21:36 AM 181.0 192.0 187.2 60

4/9/2023 6:51:36 AM 183.0 192.5 187.2 60

3/26/2023 8:06:36 AM 181.0 192.5 187.2 60

4/9/2023 2:36:36 AM 180.5 195.0 187.2 60

3/26/2023 1:36:36 AM 182.5 192.5 187.2 60

4/4/2023 1:36:36 AM 179.5 193.0 187.2 60

4/9/2023 6:51:36 PM 184.0 192.5 187.2 60

4/9/2023 1:21:36 AM 180.0 193.5 187.2 60

4/2/2023 12:21:36 AM 181.5 192.5 187.3 60

3/25/2023 3:06:36 AM 183.5 193.5 187.3 60

3/30/2023 1:21:36 AM 182.5 192.5 187.3 60

4/2/2023 1:51:36 PM 182.5 194.0 187.3 60

4/2/2023 11:51:36 AM 183.0 193.0 187.3 60

3/22/2023 12:36:36 AM 183.5 191.0 187.3 60

Trend Summary Report - CEATS - Phase A, 6 of 140

3/17/2023 1:21:36 AM 182.5 194.5 187.3 60

3/26/2023 7:21:36 AM 183.5 192.5 187.3 60

4/2/2023 5:36:36 PM 182.0 192.5 187.3 60

3/31/2023 4:21:36 AM 182.0 191.0 187.3 60

4/1/2023 2:21:36 AM 182.0 194.5 187.4 60

3/26/2023 10:21:36 AM 180.5 191.5 187.4 60

4/13/2023 3:36:36 AM 180.5 198.5 187.4 60

3/30/2023 2:36:36 AM 180.5 199.0 187.4 60

3/27/2023 2:36:36 AM 180.5 199.0 187.4 60

3/27/2023 11:51:36 PM 181.5 193.5 187.4 60

3/21/2023 12:21:36 AM 179.5 194.5 187.4 60

4/2/2023 12:21:36 PM 180.5 193.0 187.4 60

3/28/2023 3:06:36 AM 182.0 193.5 187.5 60

3/28/2023 3:21:36 AM 180.5 190.5 187.5 60

4/8/2023 12:21:36 AM 183.5 192.5 187.5 60

4/1/2023 10:36:36 PM 183.5 193.0 187.5 60

3/24/2023 12:36:36 AM 182.5 203.0 187.6 60

4/5/2023 2:51:36 AM 181.0 195.0 187.6 60

3/29/2023 1:36:36 AM 180.5 194.0 187.6 60

3/26/2023 5:06:36 PM 182.5 194.0 187.6 60

4/3/2023 3:51:36 AM 179.5 197.0 187.6 60

4/13/2023 3:06:36 AM 183.0 192.0 187.6 60

4/11/2023 2:21:36 AM 181.0 193.5 187.6 60

4/13/2023 12:51:36 AM 181.0 194.5 187.6 60

4/9/2023 9:06:36 PM 181.5 193.5 187.6 60

3/26/2023 4:06:36 AM 181.5 192.0 187.6 60

3/28/2023 4:06:36 AM 182.5 194.5 187.6 60

3/26/2023 2:06:36 AM 179.5 198.0 187.6 60

3/25/2023 3:36:36 AM 184.5 193.0 187.6 60

4/2/2023 11:36:36 AM 184.5 194.5 187.7 60

4/11/2023 4:51:36 AM 180.5 192.5 187.7 60

4/2/2023 6:21:36 PM 181.5 195.0 187.7 60

3/23/2023 2:36:36 AM 182.0 193.0 187.7 60

4/9/2023 4:21:36 AM 184.0 193.5 187.7 60

3/24/2023 12:21:36 AM 181.0 194.0 187.7 60

4/13/2023 3:21:36 AM 181.0 194.5 187.8 60

4/9/2023 5:21:36 AM 182.5 192.0 187.8 60

3/17/2023 3:21:36 AM 183.0 196.0 187.8 60

4/1/2023 11:36:36 PM 180.5 193.5 187.8 60

4/8/2023 1:36:36 AM 178.5 194.5 187.8 60

4/10/2023 3:06:36 AM 183.5 192.5 187.8 60

4/3/2023 12:21:36 AM 183.5 194.0 187.8 60

4/13/2023 12:21:36 AM 183.5 191.5 187.8 60

4/9/2023 12:51:36 AM 183.5 192.5 187.8 60

4/9/2023 3:36:36 AM 181.5 193.5 187.8 60

4/2/2023 1:36:36 AM 181.5 196.0 187.8 60

3/25/2023 10:36:36 PM 183.5 194.5 187.8 60

4/1/2023 8:36:36 PM 182.5 194.5 187.8 60

4/2/2023 10:21:36 AM 178.5 191.5 187.8 60

4/3/2023 2:36:36 AM 181.5 192.5 187.9 60

4/13/2023 12:06:36 AM 182.5 198.5 187.9 60

4/9/2023 6:06:36 AM 182.5 198.0 187.9 60

3/28/2023 2:06:36 AM 180.5 193.0 187.9 60

4/6/2023 1:51:36 AM 180.5 197.0 187.9 60

4/2/2023 11:06:36 PM 181.0 196.0 187.9 60

4/13/2023 2:21:36 AM 181.0 194.0 187.9 60

4/2/2023 6:36:36 AM 178.5 194.5 187.9 60

4/2/2023 5:21:36 PM 185.0 192.0 187.9 60

3/17/2023 4:06:36 AM 183.5 192.5 187.9 60

3/25/2023 11:51:36 PM 182.5 194.5 187.9 60

3/26/2023 1:51:36 AM 184.0 193.5 187.9 60

3/22/2023 11:51:36 PM 183.0 194.0 187.9 60

3/19/2023 4:51:36 PM 182.5 194.0 188.0 60

Trend Summary Report - CEATS - Phase A, 7 of 140

3/28/2023 12:06:36 AM 182.5 191.5 188.0 60

3/17/2023 12:06:36 AM 182.5 192.5 188.0 60

3/26/2023 7:21:36 PM 181.5 195.5 188.0 60

4/9/2023 3:06:36 AM 183.5 193.0 188.0 60

4/11/2023 4:21:36 AM 184.5 192.5 188.0 60