691-20-150.603.REPORT.NARRATIVE.pdf
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About this file
The attached document is a Request for Proposal (RFP) for the construction of a boiler plant at the West Los Angeles VA Medical Center. The RFP is issued by the Department of Veterans Affairs Office of Construction and Facilities Management, a civilian federal agency.
The RFP outlines the requirements for the construction of the boiler plant, including the scope of work, project timeline, and pricing terms. It specifies that the contract will be awarded through a competitive solicitation process, with proposals due on a specific date. The RFP does not mention any set-asides or incumbent contractors, and does not provide an overview of key objectives in the form of a Performance Work Statement or Statement of Objectives.
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P r e p a r e d f o r t h e V e t e r a n s A d m i n i s t r a t i o n G r e a t e r L o s A n g e l e s H e a l t h c a r e S y s t e m
P R O J E C T N O : 6 9 1 - 2 0 - 1 5 0
U P G R A D E B O I L E R P L A N T B Y
R E P L A C E M E N T ( S E I S M I C A N D
P H Y S I C A L S E C U R I T Y C O M P L I A N C E )
L A D P R O J E C T N O : 0 4 6 - 1 0 0 9 2 - 0 0 0
J U L Y 7 , 2 0 2 3
C O N S T R U C T I O N D O C U M E N T S
D E S I G N N A R R A T I V E
EXECUTIVE SUMMARY
BUILDING 603 | BOILER PLANT | CD | JULY 7, 2023 ES-1
ES-0.0 INTRODUCTION
ES-1.0 EXECUTIVE SUMMARY
ES-1.1 Project Overview
This report represents the narrative portion of the
Construction Document (CD) deliverable for VA Project
No 691-20-150 Upgrade Boiler Plant by Replacement
(Seismic and Physical Security Compliance) on the South
Campus of the VA West Los Angeles.
The focus of this report encompasses the site location, building design, specifications and related engineering system design. This phase builds on the Design
Development (DD) submittal and incorporates related
DrChecks comments.
The Boiler Plant is a component of the phased development of the South Campus Medical Center that conforms to the organization and land-use of the GLA VA
Campus Draft Master Plan of January 2016. The general site location is based on the South Campus Site Plan illustrated in Figure 1.
Fig. 1 – South Campus Phased Development Plan
Project Goals and Objectives
A description of the general goals and objectives can be found in Section A-1.1 of this Report.
Report Outline
The contents of this report are organized according to the
‘CD’ phase requirements of VA Document PG18-15, Volume B, issued March 1, 2017, “A/E Submission
Requirements for VA Medical Center Major New Facilities, Additions and Renovations.”
Project design intent for referenced disciplines ranging from General, Civil, Architectural, Structural, MEPT, Security, etc. (see Table of Contents) are developed in support of the Specifications and accompanying Working
Drawings. Supporting documentation in the form of an
Appendix are provided under separate cover. An updated
Cost Estimate will follow shortly after the submittal to allow all changes to be reviewed and impacts to the estimate to be incorporated.
Project Scope
An approximately 11,957 BGSF two-story facility, including boilers, supporting mechanical equipment, plant operations room, storage, and administrative offices serving the Boiler demands for the South and North campuses.
To the west of the structure is an adjoining service yard with low CMU enclosure and ornamental metal fence.
This provides protected access to four (4) fuel oil tanks enclosed in concrete vaults located below the yard, and incidental parking for service vehicles.
Fig. 2 – Aerial View from Southwest
Site Work
Underground services include a utility tunnel stub-out, to allow a future connection to the future Critical Care
Center (CCC) and Central Utility Plant (CUP), utility connections linking the facility to the existing CUP (B501), underground steam and condensate piping to B500, replacement of main condensate piping within B500 and
ES-2 Upgrade Boiler Plant by Replacement (Seismic and Physical Security Compliance) up to the existing Boiler (B295), and new condensate pump equipment within B295. The site utility scope also includes a temporary transformer for the Boiler plant located northeast of Fisher House with associated electrical feeds, telecommunication, and plumbing connection to the new boiler plant as well as a gas meter enclosure and associated underground piping and trenching. Other site scope associated with this project includes an industrial water storage tank, fire water storage tank, and fuel oil storage tanks.
Project Status
This report represents the conclusion of the CD phase of this project.
During CD, the design team had several meetings with various GLA staff, users, stakeholders, VA Central Facility
Management team and The VA Central Office.
The reviews accomplished throughout the design phase are as follow:
Kick- off Mtg / User Meeting #1: (WebEx)
• 08/28/2020 – with Facility Users, CFM and VACO
User Meeting #2: (WebEx)
• 10/05/2020 – with Facility Users and CFM
User Meeting #3: (WebEx)
• 10/19/2020 – with Facility Users and CFM
User Meeting #4: (WebEx)
• 12/04/2020 – with Facility Users and CFM
Secondary Fuel Meeting: (WebEx)
• 06/04/2021 – with Facility Users, CFM and VACO
Steam Load: (WebEx)
• 06/30/2021 – with Facility Users and CFM
User Meeting #5
• 08/17/2022 In-Person Meeting and Site Walk -
Facility users
Interiors Meeting: (Online Meeting)
• 12/16/2021 – with GLA Interior Design and CFM
Mechanical and Electrical Equipment: (Online Meeting)
• 01/03/2022- with Facility Users and CFM
Physical Security: (Online Meeting)
• 01/06/2022- with CFM and VACO
Mechanical Equipment Follow up: (Online Meeting)
• 02/02/2022- with Facility Users, CFM, and VACO
Reducing Agent and BMS Controls (Online Meeting)
• 07/27/2022- with Facility Users, CFM and VACO
Anhydrous Ammonia Storage and Controls
• 08/03/2022- with Facility Users, CFM and VACO
Local Authorities: (Online Meetings)
• 09/18/2020 Fire Marshal LAFD – Site Plan Access
• 08/25/2021 Fire Marshall LAFD – Site Plan
Access
SCE - Electrical Utility Provider: (Online Meetings)
• 07/02/2022 – Review of Project Timeline and
Overall Phasing
• 07/14/2022 SCE – Location for Temporary
Equipment
Working closely with the Medical Center and CFM staff, the design team has documented all input and design directions in meeting minutes and formulated design solutions currently incorporated in this report (See
Appendix, Vol. 1, Section XA-1.0 - Meeting Minutes).
Project Design
A full description of the project design approach can be found in Section A-1.0 “Basis of Design” of this Report.
Fig. 3 - View from Southeast
Fig. 4 - View from Southwest
BUILDING 603 | BOILER PLANT | CD | JULY 7, 2023 ES-3
Summary and Conclusions
Based on an analysis of multiple alternatives and the input of various stakeholders and design reviews that involved GLA users, the VA Central Facility Management team, and all project design consultants, this report concludes:
The Program for Design was developed during the “Basis of Design” report in 2019 in collaboration with the GLA users and CFM. There is no formal SEPS program for a
Boiler plant building. and The Program as stated including anticipated steam load studies, efficiently serves and promotes the mission of the Boiler Plant.
The location of the new Boiler Plant takes advantage of the existing service yard to the Kitchen for servicing the boilers and for the long-term development of the South
Campus Medical Center.
The building layout is an efficient and economical organization of the functions, processes and workflow of the Boiler Plant program.
At two stories, the building provides the smallest footprint on the site allowing for more potential area for future site development. Level 2 is provided at the same elevation as Level 2 for the future CUP which allows for convenient access between the buildings.
The massing of the proposed design is consistent with the design goal to consolidate the service functions of the medical campus into a single compound that defines the east perimeter of the campus and acts as a buffer between I-405 and the hospital.
Although the facility is a support building, with no direct interface with patients, the design represents an efficient, welcoming and sustainable environment for staff in service of the greater mission of the medical campus. It also is in support of the VA Core Values of Integrity, Commitment, Advocacy, Respect and Excellence.
The program and redundancy requirements, along with an extensive discussion of alternatives with campus and central office officials established that fuel oil tanks would be selected as secondary fuel for the boilers.
Mechanical Summary
Following is a summary of Mechancial design conclusions reached, and are described in more detail in the mechanical section of this report:
VA West Los Angeles Medical Campus Boiler Demand:
The future total steam plant load is approximately 62,000 lbs/hr. At initial start-up of the plant, the steam loads will only consist of the Regional Kitchen with a load of 5,039 lbs/hr, Buildings 500/304 with a steam load of 10,0080 lbs/hr, and the North Campus with a load of 21,878 lbs/hr.
Boiler Type: Firetube boilers
Boiler Plant Configuration: 4 – 600 boiler horsepower
Firetube Boilers which provide N+1 redundancy.
Back-up Fuel: 2 – 25,000 gallon and 2 - 30,000 gallon steel fuel oil tanks located in an underground concrete vault.
TABLE OF CONTENTS
KEY NARRATIVE OUTLINE
Black – Included (CD Phase)
Green – Not Included (See PG18-15B for Applicable Previous Submittal(s))
Tan – Not Included (Not Applicable to Contract Scope)
BUILDING 603 | BOILER PLANT | CD | JULY 7, 2023 TOC-1
BUILDING 603 | BOILER PLANT - NARRATIVES OUTLINE/ TOC
EXECUTIVE SUMMARY
0. TABLE OF CONTENTS
1. GENERAL
G-1.0 INTEGRATED PROJECT DESIGN
G-1.1 Project Team (IPT) Directory
G-1.2 Quality Control Plan
G-1.3 Certification of Independent Technical and Quality Assurance Review
G-1.4 Project Management Plan (PMP)
G-1.5 Cost Estimation Integration Plan
G-1.6 Risk Mitigation Plan
G-2.0 BUILDING INFORMATION MODELING
G-2.1 BIM Execution Plan (PxP)
G-2.2 BIM Geo-Referencing
G-2.3 Space Reservations
G-2.4 Interference Management (Design Coordination)
G-2.5 Design Coordination Reach out Reports
G-2.6 Design Coordination Reports
G-2.7 Spatial & Equipment Data
G-2.8 Certification of integrity of space reservations
G-2.9 QA/QC Report
G-2.10 Drawing/Model Deliverables
G-2.11 Laser Scans
G-2.12 Blocking and Stacking, Phasing
G-2.13 FM Data
G-2.14 Design-Intent Drawings
G-2.15 Design-Intent Model(s)
G-2.16 Signed and Sealed Models and Drawings
G-3.0 SPECIFICATIONS
G-3.1 Outline
G-3.2 Outline Using Tracked Changes
G-3.3 Use of VA Master Construction Specifications
G-3.4 Contractor BIM Deliverable Requirements
G-3.5 Fully Coordinated Documentation
G-3.6 Project Manual with Signature
TOC-2 Upgrade Boiler Plant by Replacement (Seismic and Physical Security Compliance)
G-4.0 CRITICAL PATH METHOD
G-4.1 Construction Phasing Plan
G-4.2 Phasing Plans 4D BIM
G-4.3 CPM Phasing Plan Diagram
G-4.4 Listing of Systems by Discipline
G-4.5 Concept Master Schedule Analysis
G-4.6 Project Master Schedule
G-4.7 Overall Construction Schedule
G-4.8 Detail Design Schedule
G-4.9 Schedule Risk Analysis
G-4.10 Risk Analysis Report Based on CPM
G-4.11 Project Risk Register
G-5.0 COMMISSIONING
See Appendix XG-5.0 for Commissioning sections:
G-5.1 Commissioning Plan through
G-5.15 Training & Demonstration Requirements
BUILDING 603 | BOILER PLANT | CD | JULY 7, 2023 TOC-3
2. CIVIL
C-1.0 BASIS OF DESIGN
C-1.1 Project Survey Marker
C-1.2 Site Analysis
C-1.3 Phasing
C-1.4 Phasing Analysis
C-1.5 Erosion Control/ Storm-water Management
C-1.6 Drainage Analysis
C-1.7 Storm water Calculations and Regulation Compliance
C-1.8 Storm-water Pollution Prevention Plan (SWPPP)
C-2.0 GEOTECH AND SITE DESIGN
C-2.1 Boring Locations and Criteria
C-2.2 Boring Coordinates
C-2.3 Geotechnical Report
C-2.4 Basis of Design
C-2.5 Infrastructure and Alternative Transport
C-2.6 Emergency Access Strategy
C-2.7 Mitigation Plan (NEPA)
C-2.8 Site Lighting Strategy
C-2.9 Crime Prevention Concept Assessment (CPTED)
C-2.10 Catalog Cut Sheets
C-4.0 LANDSCAPE BASIS OF DESIGN
C-4.1 Planting
C-4.2 Irrigation
TOC-4 Upgrade Boiler Plant by Replacement (Seismic and Physical Security Compliance)
3. STRUCTURAL
S-1.0 BASIS OF DESIGN
S-1.1 Structural System Description
S-1.2 Foundation System Recommendations
S-1.3 Cost Impact Design
S-1.4 Structural System Comparisons
S-1.5 Geotechnical Investigations
S-1.6 Special Geotechnical Investigations
S-1.7 Final Geotechnical Report
S-1.8 Groundwater Conditions
S-1.9 Work plan with Precedents
S-1.10 Final Geotechnical Report with Comment Resolution
S-2.0 CODE ANALYSIS
S-2.1 Final Due-Diligence Report
S-2.2 Structural Performance Criteria
S-2.3 Design Philosophy for Design of Progressive Collapse, Blast …
S-3.0 STRUCTURAL TYPE
S-3.1 Concrete
S-3.2 Structural Steel
S-3.3 Steel Deck
S-3.4 Masonry
S-3.5 Wood and Engineered Wood Products
S-4.0 REPORTS
S-4.1 Structural Analysis
S-4.2 Gravity and Lateral Loads
S-4.3 Foundations
S-4.4 Primary Structural Members
S-4.5 Vibrations
S-4.6 Seismic
S-4.7 Progressive Collapse
S-4.8 Existing Structural Adequacy
S-4.9 Quantities of Structural Materials
S-4.10 Calculation Sheets
S-4.11 Pre-calculation Assumptions
S-4.12 Connection Design
S-4.13 Supporting Sketches
Green – Not Included (Pre CD Phase)
BUILDING 603 | BOILER PLANT | CD | JULY 7, 2023 TOC-5
4. ARCHITECTURAL
PROJECT OVERVIEW
A-1.0 BASIS OF DESIGN
A-1.1 Narrative
A-1.2 Quantities
A-1.3 Concept of Operations
A-1.4 Functional and Physical Design Program
A-1.5 Agency Matrix
A-1.6 Code Analysis
A-1.7 Code Compliance
A-1.8 Phasing
A-1.9 Thermal Envelope
A-1.10 Construction Alternates
A-1.11 Seismically Restrained
A-1.12 Interstitial Study - VAHBS
A-2.0 CONCEPTUAL STUDIES
A-2.1 Sustainability, Energy Reduction, Renewable Energy Use
A-2.2 Conceptual Massing and Floor Plans
A-2.3 Narrative for Concepts
A-3.0 SPACE PLANNING
A-3.1 Basis of Design
A-3.2 Area Summary
A-3.3 Building Summary
A-3.4 Transportation and Logistics Studies
A-3.5 Expansion Capability
A-3.6 BIM Interactive Reviews
A-3.7 Fit for Purpose Design Verification
A-3.8 Visually Monitored Spaces
A-3.9 Communicating the Design Aesthetic
A-3.10 Swing Space/Design and Construction Phasing Plan 4D
A-6.0 FM DATA
A-6.1 COBie Format
TOC-6 Upgrade Boiler Plant by Replacement (Seismic and Physical Security Compliance)
5. MEDICAL EQUIPMENT
Q-1.0 BASIS OF DESIGN
Q-1.1 Project Equipment List
Q-2.0 CUT SHEETS
Q-2.1 Cut Sheets with Acquisition Codes
Q-3.0 MEETING NOTES
Q-3.1 VHA Staff and Stakeholder Decisions
Q-4.0 EQUIPMENT PLANS
Q-4.1 Enlarged Equipment Plans
Q-4.2 ASE
Q-5.0 EQUIPMENT BUDGET ESTIMATE
Q-5.1 Estimate with SEPS and Acquisition Code
Q-6.0 ACTIVATION DELIVERABLES PACKAGE (ELECTRONIC FILES)
Q-6.1 Equipment Floor Plan (Electronic)
Q-6.2 Equipment List (Electronic)
Q-6.3 Room Data Sheets (Electronic)
Q-6.4 Equipment Cut Sheets (Electronic)
Q-6.5 Equipment Budget Estimate (Electronic)
BUILDING 603 | BOILER PLANT | CD | JULY 7, 2023 TOC-7
6. FOOD SERVICE EQUIPMENT
FS-1.0 BASIS OF DESIGN
FS-1.1 Food Service Equipment List and Meal Services
FS-2.0 FOOD SERVICE CUT SHEETS
FS-2.1 Food Service Equipment
FS-3.0 MEETING NOTES
FS-3.1VHA Staff and Stakeholder Decisions
FS-4.0 FOOD SERVICE EQUIPMENT PLANS
FS-4.1 Enlarged Food Service Equipment Plans
FS-5.0 FOOD SERVICE EQUIPMENT BUDGET ESTIMATE
FS-5.1 Food Service Estimate with SEPS and Acquisition Code
FS-6.0 ACTIVATION DELIVERABLES PACKAGE (ELECTRONIC FILES)
FS-6.1 Food Service Activation Deliverable Package
TOC-8 Upgrade Boiler Plant by Replacement (Seismic and Physical Security Compliance)
7. INTERIOR DESIGN
ID-1.0 BASIS OF DESIGN
ID-1.1 Interior Design Concept
ID-1.2 FF&E
ID-1.3 Inventory Existing Furnishings
ID-2.0 FINISHES
ID-2.1 Finish Schedule
ID-2.2 Sample Boards
8. FURNITURE, FIXTURES, & EQUIPMENT (FFE)
FFE-1.0 ROOM DATA SHEETS
FFE-1.1 FFE Information in Room Data Sheets
FFE-2.0 FFE CUT SHEETS
FFE-2.1 FFE Cut Sheets with Acquisition Codes
FFE-3.0 FFE LIST
FFE-3.1 Meeting Notes
FFE-3.2 Updated SEPS PRC and Equipment List
FFE-5.0 FFE BUDGET ESTIMATE
FFE-5.1 FFE Budget Estimate
9. SIGNAGE
SW-1.0 BASIS OF DESIGN
SW-1.1 NARRATIVE
SW-2.0 CATALOG CUT SHEETS
SW-2.1 Signage Cut Sheets
10. FIRE PROTECTION
BUILDING 603 | BOILER PLANT | CD | JULY 7, 2023 TOC-9
F-1.0 BASIS OF DESIGN
F-1.1 Narrative
F-1.2 General Code Analysis
F-1.3 Fire Protection Codes and Standards
F-1.4 Fire Protection during Construction
F-1.5 Site Considerations
F-1.6 Existing Systems
F-1.7 Building Features
F-1.8 Occupancy Classification
F-1.9 Special Occupancies/Protection
F-1.10 Information Technology and Telecommunications
F-1.11 Laboratories
F-1.12 Atrium Smoke Control Systems
F-1.13 VA Hospital Building System (VAHBS)
F-1.14 Type of Construction, Building Height and Area
F-1.15 VA Hospital Building System (VAHBS)
F-1.16 Fire Resistive Construction
F-1.17 Structural and Exterior Fire Resistance
F-1.18 Combustible Materials
F-1.19 Interior Finishes
F-1.20 Interior Separations, Openings, and Penetrations
F-1.21 Means of Egress
F-1.22 Fire and Smoke Dampers
F-1.23 Water Supply for Fire Protection
F-1.24 Fire Pumps
F-1.25 Fire Extinguishing Systems
F-1.26 Fire Alarm Systems
F-1.27 Smoke, Carbon Monoxide, and Heat Detection
F-1.28 Off premises connection
F-1.29 Interfaces
F-1.30 Clean Agent Fire Systems
F-1.31 Catalog Cut Sheets
F-2.0 CALCULATIONS
F-2.1 Preliminary
F-2.2 Water Supply Sizing
F-2.3 Egress
11. PLUMBING
P-1.0 BASIS OF DESIGN
P-1.1 Narrative
TOC-10 Upgrade Boiler Plant by Replacement (Seismic and Physical Security Compliance)
P-1.2 Water Analysis
P-1.3 Renewable Solar Energy
P-1.4 Potable Water
P-1.5 Water Usage Savings
P-1.6 Systems Coordination
P-1.7 Condensation
P-1.8 Utility Companies
P-1.9 Catalog Cuts
P-1.10 Legionella Control
P-2.0 CALCULATIONS
P-2.1 Systems and Equipment Sizing
P-2.2 Water Usage
P-2.3 Water Efficient Fixtures
P-2.4 Sewage Water
P-2.5 Storm Water Discharge
P-2.6 Storm Water System Sizing
P-2.7 Water Pressure Testing
12. HEATING, VENTILATING & AIR CONDITIONING
M-1.0 BASIS OF DESIGN
M-1.1 Narrative
M-1.2 Concept Energy & Resource Consumption
M-1.3 Energy Saving
M-1.4 Spare Capacity
M-1.5 Three HVAC System Alternatives
M-1.6 Energy Efficiency and Conservation
M-1.7 HVAC System
M-1.8 Mechanical Size, Space and Redundancy Requirements
M-1.9 Seismic
M-1.10 Severe Weather Impacts
M-1.11 Zones
M-1.12 Backup Systems
M-1.13 Acoustical Impact
M-1.14 System Interaction
M-1.15 ECC
M-1.16 Operational Sequence
M-1.17 Metering Requirements
M-1.18 Room Data Sheets
M-1.19 Coordination
M-1.20 Energy Model
M-1.21 Energy Model Report
BUILDING 603 | BOILER PLANT | CD | JULY 7, 2023 TOC-11
M-1.22 Mechanical Equipment
M-2.0 CALCULATIONS
M-2.1 Selected HVAC System
M-2.2 Selected Concept Analysis
M-2.3 Life Cycle Cost
M-2.4 Load Calculations
M-2.5 Air-Handlers
M-2.6 Chilled Water Plant
M-2.7 Quantity
M-2.8 Pertinent Data
M-2.9 Coordination
M-2.10 Acoustics
M-2.11 Noise Level Compliance
M-2.12 Dispersion
M-2.13 Recommendations
M-2.14 Backup
M-2.15 Heating System
M-2.16 Heating Requirements
M-2.17 Zoning
M-2.18 Energy Analysis
M-2.19 Preliminary Electrical Power
M-2.20 Ventilation Rates
M-2.21 Steam Consumption
M-2.22 Room-by-room Calculations
M-2.23 Coil/Fan-Motor Gains
M-2.24 Balance Sheet
M-2.25 Equipment Spreadsheet
M-2.26 HVAC Equipment
M-2.27 Chiller Plant
M-2.28 Flow & Head
M-2.29 Pumps
M-2.30 Fans
M-2.31 Expansion Tanks
M-2.32 Convertors
13. STEAM DISTRIBUTION (OUTSIDE)
(Basis of Design is covered in Steam Generation section)
SD-1.0 BASIS OF DESIGN
SD-1.1 Narrative
SD-1.2 Life Cycle Cost Analysis
TOC-12 Upgrade Boiler Plant by Replacement (Seismic and Physical Security Compliance)
SD-1.3 Geotechnical
SD-2.0 CALCULATIONS
SD-2.1 Steam and Condensate Loads
SD-2.2 Pipe Sizing
SD-2.3 Boiler Dispersion Analysis
SD-2.4 Steam Trap Performance Requirements
SD-2.5 Pipe Stress and Expansion Facilities
14. STEAM GENERATION
SG-1.0 ASSESSMENT
SG-1.1 Assessment
SG-1.2 Alternatives
SG-1.3 Equipment
SG-2.0 BASIS OF DESIGN
SG-2.1 Narrative
SG-2.2 Alternative Fuels for New Facility
SG-2.3 Metering Requirements
SG-2.4 Combined Steam Loads
SG-2.5 Initial Major Equipment Sizing
SG-3.0 CALCULATIONS
SG-3.1 Steam Loads
SG-3.2 Building Steam Loads
SG-3.3 Steam Maximum and Minimum Loads
SG-3.4 Life Cycle Cost Analysis
SG-3.5 Equipment Life Cycle Cost Analysis
SG-3.6 Emissions Regulations and Compliance
SG-3.7 Pipe Hanger Loads and Locations
SG-3.8 Valve and Meter Performance Requirements
SG-3.9 Submissions
SG-3.10 Refined Equipment Load and Sizing
SG-3.11 Piping System Stress Analysis
15. WASTE DISPOSAL SYSTEMS
WD-1.0 BASIS OF DESIGN
WD-1.1 Alternatives for Waste Disposal
WD-1.2 Analysis of Waste Disposal Alternatives
BUILDING 603 | BOILER PLANT | CD | JULY 7, 2023 TOC-13
WD-1.3 Proposed System and Equipment
WD-1.4 Equipment Selections
WD-1.5 Existing Systems
WD-1.6 Applicable Emissions Regulations
WD-1.7 Validation of Applied Regulations
WD-1.8 Site Assessment
WD-2.0 CALCULATIONS
WD-2.1 Calculations
WD-2.2 Emissions Control Devices
16. ELECTRICAL
E-1.0 BASIS OF DESIGN
E-1.1 Narrative
E-1.2 Utility Company
E-1.3 Physical Security
E-1.4 Uninterruptible Power System (UPS)
E-1.5 Building Electrical Power Requirements
E-1.6 Existing Electrical Systems
E-1.7 Present Demand Load
E-1.8 Electrical Design Alternatives
E-1.9 Electrical Design Approaches
E-1.10 Determination Method
E-1.11 Emergency Power
E-1.12 Life Safety Backup Power Evaluation
E-1.13 Mechanical Systems Peak Loading
E-1.14 Largest Mechanical System Change
E-1.15 BMS System Evaluation
E-1.16 Distribution Panel
E-1.17 Life Cycle Cost
E-1.18 Existing Facility Demand Load
E-1.19 Description of Methods
E-1.20 Lighting Control Systems
E-1.21 Electrical Site Design
E-1.22 Redundant Power Requirements
E-1.23 Back-Up Generator Type
E-1.24 Utility Company Requirement
E-1.25 Room Data Sheet
E-1.26 Life Cycle Cost
E-1.27 Cut Sheets
E-1.28 Utility Company Correspondence
TOC-14 Upgrade Boiler Plant by Replacement (Seismic and Physical Security Compliance)
E-1.29 Utility Company Incoming Service
E-2.0 CALCULATIONS
E-2.1 Existing Peak Demand
E-2.2 Normal Power System
E-2.3 Stand-By Power System
E-2.4 Electrical Systems
E-2.5 Panel and Switchboard
E-2.6 Generator Sizing
E-2.7 Lightning Protection
E-2.8 Generator Fuel Storage
E-2.9 Faults and lighting
E-2.10 Faults
17. TELECOMMUNICATIONS
T-1.0 BASIS OF DESIGN
T-1.1 Narrative
T-1.2 Major Systems
T-1.3 Subsystems
T-1.4 System Compliance
T-1.5 Specifications Compliance
T-1.6 Programming Differences
T-1.7 Interdisciplinary Coordination
T-1.8 Equipment Installation Coordination
T-1.9 Proprietary Systems
T-1.10 HVAC and Power Requirements
T-1.11 Expandable Design
T-1.12 LED Lighting
T-1.13 Power over Ethernet (PoE) requirements
T-1.14 Location of Telecommunications Rooms
T-1.15 Facility Management Service (FMS) Systems
T-1.16 Telecommunication Infrastructure Plant (TIP)
T-1.17 Cabling
T-1.18 Sizing
T-2.0 VA ACQUISITION CODES
T-2.1 Supplier/Installer
T-3.0 APPROVALS
T-3.1 AHJ Approval
T-3.2 Utility Company Approval
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T-3.3 Utility Company Correspondence
T-3.4 Telecom Utility Written Approval
T-6.0 ANTENNA REQUIREMENTS
T-6.1 Antenna
T-6.2 Antenna Farm Lightning Protection
T-6.3 CCGS
18. SUSTAINABILITY
SU-1.0 BASIS OF DESIGN
SU-1.1 Goal
SU-2.0 SUSTAINABILITY PLAN
SU-2.1 Sustainability Report
SU-2.2 Baseline Requirements
SU-2.3 Narrative
SU-2.4 Daylighting
SU-2.5 Summarize
SU-2.6 Renewable Energy
SU-2.7 Heat Island
SU-2.8 LEED or Green Globes
SU-2.9 Metered Systems
SU-2.10 Water-Use Reduction
SU-2.11 Energy Consumption
SU-2.12 Indoor Environmental Quality (IEQ)
SU-2.13 Materials
SU-2.14 Renewable Energy Capacity
SU-2.15 Cogeneration
SU-2.16 Sustainable Certification
SU-2.17 Energy Star Certification
SU-2.18 Alternative Transportation
SU-2.19 Compliance Validation
SU-2.20 LEED or Green Globes Rating
SU-2.21 Energy Star Certification
SU-3.0 CALCULATIONS
SU-3.1 Water Usage
SU-3.2 Energy Analysis
SU-3.3 Energy Modeling
SU-3.4 Renewable Energy
TOC-16 Upgrade Boiler Plant by Replacement (Seismic and Physical Security Compliance)
19. PHYSICAL SECURITY
PS-1.0 BASIS OF DESIGN
PS-1.1 Blast Narrative
PS-1.2 Mission Critical or Life Safety
PS-1.3 Continuity of Operations Plan
PS-1.4 Telecommunications
PS-1.5 PACS Police Service Control Management
PS-1.6 Assess Crime Prevention (CPTED)
PS-1.7 Requirements
PS-1.8 Primary and Backup Utility Sources
PS-1.9 Security Requirements on Room Data Sheets
PS-1.10 Security Device Connection Matrix
PS-1.11 Security Equipment Cut Sheets
PS-1.12 Quality Control
PS-1.13 Final Report
PS-2.0 CALCULATIONS
PS-2.1 Dynamic Analyses
20. ELEVATOR AND TRANSPORT
ET-1.0 BASIS OF DESIGN
ET-1.1 Material Handling
ET-1.2 Elevator
ET-1.3 Feasibility
ET-1.4 Narrative
ET-1.5 Pneumatic Tube System Requirements
ET-1.6 Automated Delivery Systems
ET-1.7 Equipment Design Requirements
ET-2.0 CALCULATIONS
ET-2.1 Calculations for All Studies
21. COST ESTIMATE (SUBMITTED UNDER SEPARATE COVER)
GENERAL
BUILDING 603 | BOILER PLANT | CD | JULY 7, 2023 G-1
G-1.0 INTEGRATED PROJECT DESIGN
G-1.1 Integrated Project Team (IPT) Directory
Client List
Noella Bonds
Contracting Officer
Office of Construction & Facilities Management
Western Region Office
400 Mare Island Way, Suite 100
Vallejo, CA 94590
Tim LaFave
Project Manager
U.S. Department of Veterans Affairs
Office of Construction & Facilities Management, Western Region Office
400 Mare Island Way, Suite 100
Vallejo, CA 94590
Design Team
Architecture and Interior Design
Leo A. Daly
550 South Hope Street
Los Angeles, CA 90071
213-629-0100
Roy Follmuth
Nicos Katsellis
Dennis McFadden
Michelle Saquilayan
Pari Tivay
Chris Covault
Mechanical
Leo A. Daly
8600 Indian Hills Drive
Omaha, NE 68114
402-391-8111
Gunner Riggert
Mike Brady
Plumbing
Leo A. Daly
8600 Indian Hills Drive
Omaha, NE 68114
402-391-8111
Mike Brady
Electrical
8600 Indian Hills Drive
Omaha, NE 68114
402-391-8111
Juergen Noetzel
G-2 Upgrade Boiler Plant by Replacement (Seismic and Physical Security Compliance)
Telecommunications
Leo A. Daly
10 Tenth St. N.E., Ste 200
Atlanta, GA 30309
404-874-8333
Steve Davis
Fire Protection
730 Second Avenue South, STE 1300
Minneapolis MN 55402
612.341.9547
Nic Johnson
Civil
Psomas
3 Hutton Centre Drive, Suite 200
Santa Ana, CA 92707
714-751-7373
Robert Talafus
Matt Heideman
Steve Baine
Landscape
Pamela Burton & Company
1430 Olympic Boulevard
Santa Monica, CA 90404
310-828-6373
Paul Fiegenschue
Cost Management
Cumming Corp
523 W. 6th Street, Suite 1001
Los Angeles, CA 90014
213-405-0695
Trevor Shulters
Priya Vishnupantulu
CPM
FS3Hodges
1201 Puerta Del Sol, Suite 314
San Clemente, CA 92673
949-303-6652
Chris Vader Velde
Operational Security
Guidepost Solutions
180 Grand St. Suite 950, Oakland, CA 94612
916-678-7890
David Rickerson
Physical Security
KPFF Consulting Engineers
45 Freemont St, 28th Floor
San Francisco, CA 94105
415-919-1004
Sharon Gallant PE, SE
Ian Dickeson
Structural
John. A. Martin & Associates
950 South Grand Ave., Suite 400
Los Angeles, CA 90015
213-785-3161
Shane Fitzgerald
Adena Geiger
Geotechnical/Hazardous Material
Ninyo & Moore
355 S. Grand Avenue, Suite 2450
Los Angeles, CA 90071
213-488-5111
Greg Corson
Kurt Yoshi
Vertical Transportation
St. Onge Company
1400 William Rd.
York Pennsylvania 17402
717-840-8181
Sean Steiner
BUILDING 603 | BOILER PLANT | CD | JULY 7, 2023 G-3
G-1.2 Quality Control Plan
LEO A DALY believes that quality management is a dynamic process that must be responsive to all stakeholders’ needs and is successful when all contributors take ownership for quality. Our employees are given a comprehensive, clear understanding of their role and responsibilities within each project because we recognize that quality management is an ongoing process starting at project inception and continuing through project completion. We do not rely solely on a single quality control step in the design process.
All work performed by the LEO A DALY team will be in accordance with a quality assurance/ quality control
(QA/QC) plan, which assures that all designs, calculations, studies, drawings, specifications, and construction coordination services required by the contract are performed and provided in accordance with the highest professional standards.
The plan is based on these key tenets:
• Use predetermined procedures and systems
• Emphasis on staffing continuity from start to finish
• Require peer review
• Emphasis on communication
Quality assurance is dramatically impacted by the staff who are assigned to the project, which makes it crucial to have adequate and appropriate staffing for each phase of the project to ensure the right quantity and mix of skills are available. The project design schedule is a major influence in determining the staffing level.
The basic QA/QC Plan elements are as follows:
• Project Plan and Kick-Off Meeting. At a project kick-off meeting, a detailed review of the scope and schedule is conducted. The QA/QC Director, Project
Manager, Project Architect, VA CFM, VAWLA and other key design and stakeholder team members must be present. Decisions made at this meeting set design direction, establish milestones, QA/QC methodologies/requirements and production standards. The purpose of this initial session is to assure consensus and collaborative buy-in of project procedures and metrics among team members.
• A web based, project specific, forum is created for task item tracking, posting of essential documents like meeting minutes and project schedules, file sharing of progress drawings, so that all team members have accessible the most current information essential to the progress of the progress. The forum is made available to all the key team members including consultants, Client representatives, and internal staff.
• Coordination of Systems begins at the kick-off meeting and is continuous during the entire design process. Verification of this coordination is formalized in weekly design team meetings to discuss systems interrelations. Decisions and developments are documented in the meeting minutes, which are made immediately available to all the project team members on the project forum.
• Monitoring Document Production. The Project
Manager will direct the design team during document production and hold responsibility for adherence to predetermined production standards.
This team controls daily progress. On a bi-weekly basis, the progress of each sheet and the interface of related building systems are monitored.
• Interdisciplinary Coordination Checks are a detailed review by the design team to identify interferences, conflicts and duplications or inconsistencies in the design or specifications. LEO A DALY utilizes standard checklists / VA checklist to facilitate this coordination. Building Information Modeling (BIM) and clash detection software also help identify conflicts and interferences. Interdisciplinary coordination meetings are conducted regularly.
Meeting minutes are distributed to all Design and
QC team members. Verifications of this check at each review milestone (SD, DD and CD) is recorded by 3rd party acknowledgment in the project forum.
• Independent Review Checks. An independent review is conducted prior to the final 100% check.
This critical check of each discipline’s work utilizes professionals, from other LEO A DALY offices who are unfamiliar with the specific project, to ensure that the documents are understandable, complete and technically correct. The independent group, selected by the Project Manager, checks for correctness only, not an alternative solution. This independent “Peer” group review ensures that each department has reviewed its drawings/specifications using LEO A DALY checklists and controls, and VA checklist. The comments of the QA team and the checked documents are then reviewed by the Project
Manager and forwarded to the design team for incorporation.
• Final Review. This review is the responsibility of the
Project Manager and team discipline heads. It ensures that drawings and specifications are
G-4 Upgrade Boiler Plant by Replacement (Seismic and Physical Security Compliance) complete and deliverable. It also verifies that all intermediate checks have been made and that all comments have been addressed. Drawings are checked for signatures, dates, and are properly stamped with appropriate seals.
G-1.3 Certification of Independent Technical and
Quality Assurance Review
Refer to Appendix, section XG-1.2, for all discipline certificates.
G-1.4 Project Management Plan (PMP)
The LEO A DALY team conducted as part of the Enhanced
Study phase, for the purpose of this Basis of Design report, a thorough review of the existing site conditions, reviewed as-built utility survey information, conducted a site walk, reviewed existing conditions, including not limited to site access, and took a look at any code issues or considerations that may apply at the site that may affect the design and or budget. As part of the Enhanced Study phase, three design options were provided for consideration that meet the program and user requirements. The resulting selected scheme was further developed and provided in this report as the Basis of Design for the Boiler Plant building.
The LEO A DALY team conducted a Project Kick-off meeting with all project team members, VAWLA CFM and Central
Plant facility leaders. VAWLA CFM was asked to give a project overview and describe key drivers in decision making that lead to the formation of the program, an overview of the equipment desired in the Boiler Plant and building siting. The agenda this meeting consisted of:
• Master schedule for the Enhanced Study package
• Budget information
• Building gross square foot requirements
• Communication protocols and points of contact between all parties
• Information sharing tools o Newforma Information Exchange o Cloud based BIM Model access o Weekly team meetings and meeting minutes o Digital QA/QC comment tracking
After the kick-off meeting with the project team two additional meetings were conducted to review the progress of the three design options being prepared and obtain feedback from the stakeholders. It was imperative that a high level of coordination with LEO A DALY and its consultants occur on enhanced study phase of this project that directly interface with the VA Team. Additionally, we diligently tracked closure of open items to keep the design information and efforts concurrently progressing and coordinated as the Basis of Design package moved forward.
Careful consideration was made to the design, siting and exterior finish treatments of the Boiler Plant in each of the proposed designs to seamlessly integrate into the overall south campus master plan.
The LEO A DALY team will continue to be involved in the progress of the Boiler Plant design in an advisory role with the VAWLA CFM team to provide input to the design architect as the project progresses through the schematic design, design development, construction document and construction administration phases. LEO A DALY will ensure continuous interface coordination between facility systems and site utilities under development for the other buildings in the South Campus Masterplan. The Boiler
Plant connection to the future walkable utility tunnel between the Essential Care Tower and the CUP is a critical item to be carefully coordinated with the architectural design team for the Boiler Plant to ensure a seamless routing for the utilities being run between the buildings.
• The new Boiler Plant will provide service to the north and south campus so Boilear pipe connections to the existing CUP in B501, the Kitchen, and the reverse flow to the north campus will be coordinated and addressed in future coordination meetings with VAWLA CFM team and Central Plant facility leaders.
G-1.5 Cost Estimation Integration Plan
The cost estimator has been an integral part of our team and involved in design process from the very beginning.
Cumming has been informed about the project progress and provide input when design decisions could be supported by cost information and options be evaluated in terms of feasibility and life cycle cost.
In addition there have been cost reconciliation meetings when design had to be informed about cost implications of options considered. Examples of cost input from Cumming include:
• Structural system options: Cost analysis comparing different framing and foundation systems
• Exterior envelope design: Provided unit cost and input on exterior wall materials and configuration.
BUILDING 603 | BOILER PLANT | CD | JULY 7, 2023 G-5
• Phasing and site utilities: Review of construction sequencing and utility relocation.
• Site adjacencies: Consideration of impacts to the
Kitchen loading activity for position of construction fence and project site for the Boiler Plant.
• Fuel oil tank options: Provided ROM on underground concrete vault option.
• Progress cost estimates: Provided updated cost estimates periodically as progress drawings were posted.
• Schedule impact and Escalation: Provided input on overall project sequencing and long-range planning.
G-1.6 RISK MITIGATION PLAN
Design Phase Risks
Design phase risks for the Boiler Plant are enumerated in the table below. The most significant of these unmitigated risks typically result in additional scope, costly rework, and/or construction delays. Decisions are pending to proceed further with design. Indecision could potentially delay key deliverables and result in possible redesign of critical items.
We recommend continued disciplined scope management, supported by an ongoing cost and schedule interface. We recommend locking in the program and clarifying all open critical issues during Schematic Design 2. Subsequent changes should only be allowed if required to correct significant coordination issues or prove to be a wise business case investment. Further, we advise requiring a very robust contractor-driven coordination process as early as the procurement strategy will allow.
Figure 1 – Design Phase Risks
Procurement Phase Risks
The Boiler Plant Procurement phase risks, identified below, occur prior to the Notice(s) to Proceed. These risks relate to overall funding limitations, the contractor procurement strategy, and the utilization of labor and equipment.
Due to the inherent monetary volatility of the construction sector (particularly in commodities spot markets and labor in urban areas), we recommend funding as much as possible in large tranches. We also advise addressing labor policies and site logistics during Design Development. This will ensure bidding documents demonstrate a well-thought out scheme and therefore limit inflated bids due to the perception of added risk.
Figure 2 – Procurement Phase Risks
Construction Phase Risks
The Boiler Plant Construction Risks are identified in the table below. These various construction risks may impact cost, schedule, and operations. These identified risks include unforeseen conditions, logistics, move management, coordination between major trades, and coordination between sequence / phase. There also may be issues / risks involving availability of qualified labor, which is constrained by concurrent projects in and around the greater Los Angeles area.
Figure 3 – Construction Phase Risk – Site / Infrastructure
We recommend implementing a full 4D BIM model for all sequences / phases on every construction project. The model will include full site logistics, sequencing of all major
Risk
Number
Name of
Risk
Response
Measures/Plan
DP-BP-01 Design Milestone and Approval Delays Actively Manage Design Development &
Approvals Process
DP-BP-02 Program Requirement Changes Lock Program during Schematic Design
DP-BP-03 Discipline Coordination-Driven Changes Contract for DA or Robust CDA
Process/Robust QA/QC Process
DP-BP-04 User-Driven Changes Tightly Manage User Driven Input after
Design Development
DP-BP-05 Maintaining ADA/Access Requirements Sequence plan through Schematic Design
DP-BP-06 ADA/Access Requirements Verify Part of Variance List
DP-BP-07
Unforeseen Conditions: Underground
Utilities, Methane, Unsuitable Soils
Conduct Additional Site Investigations during
Schematic Design (inc. Geotechnical Study &
U/G Utility Survey)
DP-BP-08 Underground Utilities Routing (inc. ROWs) Conduct Additional Investigations prior to
Schematic Design
DP-BP-09 Underpinning/Grade Issues Define Design during Schematic Design
DP-BP-10 Equipment-Driven Changes Lock Equipment List at Construction
Documents 1 Phase
DP-BP-11
Low Voltage Systems Integration (Proprietary
Systems)
Engage GC/Subcontractors in Pre-Planning &
Investigation
DP-BP-12 Exterior skin design Determine Requirements during Schematic
Design
DP-BP-13
Boiler Backup Systems (Tank Types &
Location)
Early identification of systems and locations for Boiler Backup
DP-BP-14 Change in Steam Demand for Campus Design system with ability to adjust to meet demand
Risk
Number
Name of
Risk
Response
Measures/Plan
PP-BP-01 Not forecasted Market & Commodities Spikes Budget Sufficient Owner's Contingency
PP-BP-02
Labor coordination, Minority and/or HUB
Zone Requirements Minimize Mandatory Requirements
PP-BP-03 Funding Limitations / Phasing Requirements Initiate Project and Fund in as Large Blocks as
Possible
PP-BP-04 Contracting Strategy Requirements Limit Contracts to 2 to 3 Contractors
PP-BP-05 Construction Parking/Busing Requirements Negotiate Start & Pick Up Times with
Contractors Early On
PP-BP-06
Site Logistics Requirements: Trailer
Compounds, Hoisting, Loading, Disposal, Storage & Laydown
Define Site Logistics with Contractors Early
On
PP-BP-07
Subcontractor Premiums for Lack of Crew
Flow
Consider Temporary AHUs to Revise Zone
Phasing
Risk
Number
Name of
Risk
Response
Measures/Plan
CP-BP-01 Unforeseen Conditions Below Ground Early trace of existing utilities
CP-BP-02 Laydown Define project parameters
CP-BP-03 Procurement Long Lead Impacts Schedule early release of Long Lead items
CP-BP-04 Logistics - Path of Travel Develop clear site plan. Delineation between construction and public right of way.
CP-BP-05 Utility Shutdown Planned shutdowns at off-peak times
CP-BP-06 Access / Ingress-egress / Materials & Labor Develop clear site plan. Delineation between construction and public right of way.
CP-BP-07 GC Procurement bonding capacity Separate Construction Packages and/or Joint
Venture
CP-BP-08
Insufficient Design Team Resources to review
Shop Drawings and other documents A&E Resource Construction Administration
G-6 Upgrade Boiler Plant by Replacement (Seismic and Physical Security Compliance) elements, and the path of travel during construction. We also recommend a full site survey of existing conditions and soil sampling to identify any contamination issues to mitigate potential risks listed above.
Activation Phase Risks
The Activation Phase risks for the Boiler Plant may seem innocuous now, but scope clarity and coordination are necessary early in the project to avoid costly scope gaps typically discovered during construction. Or worse, as the project nears operational transition.
We recommend the development of a highly-detailed responsibility matrix well before the start of Construction
Documents.
Figure 4 – Activation Phase Risk
Risk
Number
Name of
Risk
Response
Measures/Plan
AP-BP-01 Soft Cost/Activation Scope Gaps Define Scope during Design Development
AP-BP-02
Construction/Activation Activities
Coordination Define Scope during Design Development
AP-BP-03 Commissioning Activities Coordination Define Scope during Design Development &
Procurement
BUILDING 603 | BOILER PLANT | CD | JULY 7, 2023 G-7
G-2.0 BUILDING INFORMATION
MODELING
G-2.1 BIM Execution Plan (PxP)
Refer to Appendix XG-2.1 for BIM Management Plan.
G-2.2 BIM Geo-Referencing
Site Origin Point
All project Revit models have been developed to share a common coordinate system and Site Origin Point as established by the Civil Engineer and Surveyor and consistent with Appendix 5 to the VA BIM Standard, Instructions for Geo-Referencing. The Site model preserves and acknowledges the common benchmark
(shown in Figure 5 below) between North and South
Campus Survey CAD files and this has been published to all other discipline models.
Fig. 5
Refer to documentation by the Civil Engineer and the
Project BIM PxP for specifics on coordinate system alignment to USGS.
Project Base Point
The Project Base Point has been established in the
Architectural model and is common to all other discipline models. This has been established at lower left intersection of the column grid and 100’-0” below primary grade entry level. This establishes a datum level at elevations with equivalent USGS elevations adjacent in parenthesis for comparison.
Project and True North
Each respective model keys both True North and Project
North orientations. Fig. 6 below reflects north arrow for the Boiler.
Fig. 6
G-2.3 Space Reservation
Mechanical
Boiler Room
Four 600 Boiler Horsepower firetube steam boilers and associated equipment will provide high pressure steam to both the north and south campus. Associated equipment consists of condensate tanks and pumps, deaerator and boiler feed pumps, fuel oil pumping systems, water softeners, and chemical treatment.
Electrical
Generator Room
A 300KW diesel generator will provide emergency backup power to the entire facility. A day tank will pump fuel from an underground diesel fuel tank and supply fuel to the generator.
Sub-station
An electric unit substation will serve as the main electrical service to the facility. The substation will be comprised of a 12.47KV primary selector switch feeding a 12.47KV to
480V transformer. This transformer will feed 480V switchgear that will feed the facility electrical distribution
Emergency Electrical Room
An emergency switchboard will be comprised of isolated sections for the generator feed, the emergency section, the optional standby section and a temporary generator connection section. Additional distribution will also include two transfer switches and other 480V and 208V distribution.
G-8 Upgrade Boiler Plant by Replacement (Seismic and Physical Security Compliance)
Electrical Room
This room will house any additional electrical distribution equipment not located in the other electrical rooms.
Telecommunications
Comm Room
Telecommunications and other Low Voltage Systems will be provided in accordance with all applicable codes and standards. New telecommunications services to the building will be coordinated with existing campus infrastructure. The new boiler plant will be served by a redundant backbone from the existing data center in building 500. The service from Building 500 will be temporary, until a new Data Center is built at a new
Hospital facility on the site. At that time, redundant, diversely routed backbones will be provided and the service from Building 500 will be removed. The Boiler Plant will contain a single Telecommunications Room (TR) with a single data rack, outfitted per VA OIT Guidelines. Power and HVAC will be provided for the TR as required. Facility
Management Services (FMS) and OIT equipment will share space in the TR.
Fire Protection
Fire Pump Room
An electric vertical turbine type fire pump rated for approximately 750 gpm at 80 psi and 50 hp to serve the
Fire Suppression Systems will be provided in accordance with all applicable codes and standards. Water will be supplied by an underground concrete fire water storage tank sized for 180,000 gallons. The site combined domestic and fire water supply will supply the fire water storage tank as well as the fire pump bypass within the fire pump room.
A soft-start fire pump controller with integral automatic power transfer switch will be provided. The Fire Pump
Room itself will be provided with a 1-hr fire resistance rating, lighting including emergency lighting, adequate heat and/or ventilation and floor drainage sloping to a floor drain. Associated equipment consists of a jockey (pressure maintenance) pump at its control panel, fire pump test header piping to exterior and automatic fire sprinkler zone control assemblies.
G-2.4 Interference Management (Design
Coordination)
A summary of system conflicts has been provided in
Appendix XG-2.4.
G-2.5 Design Coordination Reach out Reports
The Boiler building systems design and campus service strategy were confirmed with input from GLA staff, CMF representatives and the Medical Center engineering team during a series of meetings held on online and on campus.
Steam demand criteria, scoping of infrastructure improvements, and phasing of upgrades and B295 decommissioning were reviewed and confirmed.
A walkthrough of critical boiler floor layout, catwalk access to equipment, and staff spaces was conducted using BIM generated 3D views, receiving buy-in from engineering staff. An interactive live BIM model was also made available upon request. See Appendix XA-1.0, for meeting minutes.
G-2.6 Design Coordination Reports
Refer to Appendix XG-2.4.
G-2.7 Spatial and Equipment Data
As neither the Program for Design (PFD), nor Project Room
Contents (PRC) was developed via SEPS, the form provided appears to be not applicable to the scope. See sheet
AE100 for the Functional Area layout, and sheet AF121 for scheduled Fixtures, Furnishings, and Equipment (FFE).
G-2.8 Certification of Integrity of Space
Reservations
All equipment requiring space reservations for maintenance access or clear path of replacement are confirmed to have no encroachments. See Appendix XG-
2.4.
G-2.9 BIM QA/QC Report
See Appendix, XG-2.10.
G-2.10 Drawing/Model Deliverables
Per PG1815-B, the Drawing Delivery Requirements (DDR), and the VA BIM Standard, please find all digital deliverables provided via Newforma Information Exchange posting, and/or any disc media, with the prescribed deliverable folder structure and formats.
G-2.13 FM Data
Refer to Appendix XG-2.14 for the updated COBie formatted spreadsheet.
BUILDING 603 | BOILER PLANT | CD | JULY 7, 2023 G-9
G-2.14 Design-Intent Drawings
Refer to the published deliverable folders per for PDF and
CAD DWG files related to the Design Intent documentation for all disciplines.
G-2.15 Design-Intent Model(s)
Refer to the published deliverable folders for RVT authored models, NWD federated models, and IFC export files related to the Design Intent documentation for all disciplines.
G-2.16 Signed and Sealed Models and Drawings
Refer to the digitally signed drawings and models provided herewith, via Newforma.
G-10 Upgrade Boiler Plant by Replacement (Seismic and Physical Security Compliance)
G-3.0 SPECIFICATIONS
G-3.1 Outline Using Tracked Changes
See Specifications Volumes 1 and 2. Refer to the Table of
Contents (TOC), Division 0, Section 00 01 10 for hyperlinks to all applicable sections.
G-3.3 Use of VA Master Construction
Specifications
VA master specifications were used to develop all technical discipline sections (where available as a template), and edits were tracked in the authored files, but per the PG18-
15B reference to CD2, the single CD deliverable will not reflect tracked changes.
G-3.4 Contractor BIM Deliverable Requirements
Refer to Division 1, Section 01 32 50 for Building
Information Management (BIM) specification for contractor deliverable and coordination activity requirements.
G-3.5 Fully Coordinated Documentation
The drawings and specifications shall be appropriately coordinated, and prepared for AHJ approval and procurement procedures, with Dr. Checks comments incorporated.
G-3.6 Project Manual with Signature
Refer to…
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