Attachment 4 - PG 18-15 Volume DB 2024-05 Parking Structure Martinez.xlsx
XLSX spreadsheet 9 MB Posted
- Attached to
- Y1LZ--612-165 Construct Parking Structure Replacing Expiring Lease Design-Build 2024 (VA-24-00039480)
- Solicitation number
- 36C77625R0021
About this file
This file is a comprehensive Design-Build (DB) project submittal checklist for a VA parking structure replacement project located in Martinez, California. The document provides detailed requirements for design submissions across multiple disciplines including architectural, structural, mechanical, electrical, telecommunications, environmental compliance, sustainability, historic preservation, and physical security.
The checklist outlines a phased design approach with multiple submission stages (SD/35%, DD/65%, CD/100%, and Design Complete Construction Documents), requiring progressively detailed documentation from the Design of Record (DOR). Key submission elements include basis of design narratives, calculations, drawings, models, room data sheets, equipment lists, technical specifications, and compliance documentation. The project involves constructing a new parking structure to replace an expiring lease at the VA Northern California Health Care System in Mather, California, with solicitation number 36C77625R0021. The document provides extensive guidance for design teams on required content, format, and coordination across various technical disciplines to ensure comprehensive and compliant design submissions.
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Respondants
| Response | Completed | Finalized | |||
| Intro | 10-Jun | Koch | Yes | ||
| Overview | 10-Jun | Koch | Yes | ||
| General | 10-Jun | Koch | Yes | ||
| BIM | 28-Sep | Yo | Yes | ||
| SPECS | 18-Jun | 18-Jun | Johnson | Yes | |
| CPM | 12-Jun | 12-Jun | Ghobanpour | Yes | |
| CX | 11-Jun | 18-Jun | Tash | Yes | |
| Civil | 24-Jun | 24-Jun | Symanski | Yes | |
| Structural | 17-Sep | Doiron | Yes | ||
| Structural | 18-Jun | 18-Jun | Archilla | Yes | |
| Structural | 29-Jul | 17-Sep | Ghosh | Yes | |
| Architecture | 18-Jun | Koch | Yes | ||
| Architecture | 12-Jun | 12-Jun | Treece | Yes | |
| Equipment | 18-Jun | 18-Jun | Brown | Yes | |
| Interiors | 7-Jul | 7-Jul | Burdiak | Yes | |
| Fire | 24-Apr | 24-Apr | Larrimer | Yes | |
| Plumbing | 18-Jun | 18-Jun | Desai | Yes | |
| Mechanical | 24-Jun | 24-Jun | Raychaudhri | Yes | |
| Mechanical | 18-Jun | 18-Jun | Walden | Yes | |
| Elect | 13-May | 13-May | Tran | Yes | |
| Elect | 18-Jun | 18-Jun | Lau | Yes | |
| Telecom | 11-Jun | 12-Jun | Bates | Yes | |
| Telecom | 11-Jun | 12-Jun | Frakes | Yes | |
| Environmental | 18-Jun | 18-Jun | Elliott | Yes | |
| Sustainable | 24-Jun | 24-Jun | Symanski | Yes | |
| Historic | 18-Jun | 18-Jun | Abreu | Yes | |
| Physical Security | 18-Jun | 18-Jun | Lau | Yes | |
| Elevator | 24-Jun | 24-Jun | Phillips | Yes | |
| Cost | 18-Jun | 18-Jun | Hoover | Yes | |
| Yes |
100%
Introduction
| PG 18-15 VOL DB DESIGN BUILD | MM/DD/YYYY | |
| 5/1/24 |
A. How to Use this Document
| 1 | At the top of the Heading in the GENERAL Tab, enter the Project Name, Project Number, and Contract Effective Date. |
| 2 | This spreadsheet shall be used to ensure all required content is delivered at indicated milestones. |
| 3 | This document will be used as a review tool to ensure all deliverables are addressed. |
| 4 | The PG 18-15 DB spreadsheet for the required design build deliverables should be finalized for the project by the Government and Contractor during the design schedule development. |
| 5 | Each Tab represents typical discipline(s) used on a VA project. It remains the responsibility of the DOR to coordinate disciplines (e.g., sustainability, building systems, etc.) regardless of where the deliverables are listed in the spreadsheet discipline tabs. |
| 6 | The PG 18-15 DB spreadsheet is locked with the exception of the Submittal Checklist and Fast Track sections. Rows can be inserted to the spreadsheet when additional work is required for a project. Please coordinate with CSS. Columns can be inserted to the spreadsheet for items that are approved for fast tracking. See item 13 for instructions on how to edit the document for any work that is approved to be fast tracked. |
| 7 | Work that is not needed can be eliminated by putting "NA" in the appropriate Submittal Checklist column. |
| 8 | PHASE: Each Design delivery phase has a column: |
| SD/35% | |
| DD/65% | |
| CD/100% | |
| DESIGN COMPLETE CONSTRUCTION DOCUMENTS (Not a review; record document for construction) | |
| In each phase, the level of development for each submittal element is defined. The levels are: | |
| P = Preliminary Information | |
| U = Updated Information | |
| F = Final Information | |
| R = Resubmission | |
| 9 | SUBMITTAL CHECKLIST HEADER: An "X" must be placed in the appropriate Submittal Checklist section (Included in RFP, Submitted, Pending, Not Applicable (NA)) to note the status and inclusion of the content in the submittal. Include the location of the submittal where the information can be found. Comments may be noted if explanations are needed. |
| 10 | Type of Deliverable |
| Report | |
| Calculations | |
| Aggregate (a mix of deliverable types) | |
| Drawings (BIM and 2D Documentation) | |
| 11 | The PG 18-15 DB Checklist for the project must be provided in the latest version of Excel, and also printed and included at the front of the Submittal Deliverable. |
| 12 | The Excel file must be saved using the official project name, submittal design package number (if applicable), and submittal phase. Example: Louisville Replacement VAMC – SP1 - SD1.xlsx |
| 13 | For work that will be fast tracked, columns QRS have been provided to the right of the Submittal Checklist. Additional Packages can be added using the copy/paste function of those columns; unused columns may be deleted if not required. Each package must indicate the submission plan for each deliverable and be named and dated. Include and edit as necessary the submittal phase with the deliverable and coordinate them with all other tabs that pertain to the submittal package (as applicable). All fast Track elements are subject to approval and considered pending until approved. |
| B. | Table of Contents | |
| Overview | ||
| General | ||
| Integrated Project Design | ||
| Building Information Model | ||
| Specifications | ||
| Critical Path Method | ||
| Commissioning | ||
| Civil | ||
| Structural | ||
| Architectural | ||
| FF&E | ||
| Medical Equipment | ||
| Food Service | ||
| Interiors | ||
| Interiors | ||
| Furniture Fixtures & Equipment | ||
| Signage & Wayfinding | ||
| Fire Protection | ||
| Plumbing | ||
| Mechanical | ||
| Heating, Ventilating & Air Conditioning | ||
| Steam Generation (Outside) | ||
| Steam Generation | ||
| Incineration / Waste Disposal Systems | ||
| Electrical | ||
| Telecommunications | ||
| Environmental Compliance | ||
| Sustainability | ||
| Historic | ||
| Physical Security | ||
| Elevator Transport |
| VA SME Michael Koch |
| michael.koch3@va.gov |
mailto:michael.koch3@va.gov Overview
PG 18-15 VOL DB DESIGN BUILD
| I. | DESIGN PHASE OVERVIEW | |
| General | ||
| 1 | The PG 18-15 DB requirements formatted by technical discipline does NOT direct the staffing of the work effort. | |
| 2 | This document contains the minimum submission requirements for the Design Phase of the major project. | |
| 3 | The Designer of Record (DOR) is responsible for producing a complete set of construction instructions, including 3D models (BIM), drawings, specifications, calculations, sample boards, equipment catalog cuts, performance curves, dimensions, and capacity ratings, and data (from BIM, etc.) in accordance with the RFP. The DOR shall be responsible for obtaining and using all design criteria. | |
| 4 | The DOR must use, manage, and submit all graphic/data information as described in the RFP and VA BIM STANDARD. | |
| 5 | Each progressive design submittal should build upon the previous information to provide a clear basis of design development and design philosophy fitting to the project. All previously submitted documents shall be updated to reflect review comments and further development. | |
| 6 | All models, drawings, booklets, and other supporting materials in each submittal shall be clearly and consistently identified throughout the design process with the project title, location, building, phase, section, and segment. Written materials must refer back to the PG 18-15 DB corresponding numerical description. | |
| 7 | CFM (or Construction Agent) is responsible for reviewing and commenting on all design submissions. VA may engage the services of peer reviewers to review the submissions at each review stage. | |
| 8 | The DOR shall provide individually packaged submissions to each unit specified in the "Distribution of Submission Materials" table located in the Distribution Tab. The DOR shall submit a completed check-list at each submission detailing all required submittal material by discipline. Any material not submitted will be marked either "Pending" with an anticipated date of submittal or "N/A", and include an explanation in the comments section. | |
| 9 | The DOR shall provide the following design submissions for VA design review: |
| SD/35% | |
| DD/65% | |
| CD/100% | |
| 10 | For seismic retrofit projects funded by Seismic EQ funds: Project shall seismically upgrade the facility in accordance with VA standards and criteria. Other functional, programmatic and physical upgrades shall be limited to the minimum changes necessary to accomplish the implementation of the seismic corrections. |
| 11 | For multiple design submittal packages follow directions given in the Introduction worksheet tab. |
| II. | SD/35% | |
| GENERAL | ||
| 1 | These Design phase documents are developed in accordance with the RFP. Design further develops the RFP into a level of detail that includes specific functional and adjacency requirements and establishes the aesthetics of the design. | |
| 2 | A Project Management Plan shall be developed by the Integrated Project Team, led by the PDT. | |
| 3 | Specifications shall be prepared using VA Master Construction Specifications. Submissions shall show changes to master by using the "Track Changes" function. Each submission shall indicate changes from previous submission, not all changes to the master. Specifications submitted at the end of each phase (not for each review) shall include all changes. |
| III. | DD/65% | |
| GENERAL | ||
| 1 | This Design phase encompasses adding an increased level of detail for all aspects of the project to further define the design. Submissions at this stage must show coordination of trades and clarity of scope and design intent. The AE will perform a room test-fits to assure that all required Project Room Contents (PRC) can be accommodated. Submissions at this stage must show coordination of trades and clarity of scope and design intent. This phase will also provide visualization of the project and communicate the character of interior and exterior spaces. All value engineering shall be completed by the end of this phase, and no functional changes are anticipated after the DD review. | |
| 2 | Specifications shall be prepared using VA Master Construction Specifications. Submissions shall show changes to master by using "Track Changes" function. Each submission shall indicate changes from previous submission, not all changes to master. |
| IV. | CD/100% | |
| GENERAL | ||
| 1 | The purpose of this Design phase is to add the level of detail required for construction of the project, coordinate the trades, and finalize the project’s documentation for construction. This includes refinement of the 3D Models, 2D drawings, design details, and specifications so the project can achieve its highest value and performance suitable for the building's lifecycle. | |
| 2 | This Design phase involves the production of complete 3D Models, 2D drawings, specifications, and other documents necessary for the bidding and construction of the project, prepared from the prior phase. Also included at this phase are the the final phasing plan and the construction schedule. | |
| 3 | The DOR must provide design-intent documentation that provides the necessary information for construction. Documentation shall be complete, fully coordinated, and ready for use by the Contractor. | |
| 4 | The final specification submission must be complete and coordinated with the graphic documentation (3D models, 2D Drawings). The final submission must be a "clean copy" and not show changes. |
| V. | DESIGN COMPLETE CONSTRUCTION DOCUMENTS | |
| 1 | The Design Complete Document phase involves the production of complete, 3D models, 2D drawings, specifications, and other documents necessary for construction of the project. | |
| 2 | The final specification submission must be complete and coordinated with the graphic documentation (3D models, 2D drawings). The construction submission must be a "clean copy" and not show changes. | |
| 3 | Design Complete Documents and calculations shall be signed and sealed by DOR. |
| VA SME Michael Koch |
| michael.koch3@va.gov |
mailto:michael.koch3@va.gov Distribution
PG 18-15 VOL DB DESIGN BUILD
| DISTRIBUTION OF DESIGN DELIVERABLES | |||||||||||||||||
| OFFICE | CFM PROJECT MANAGEMENT | CFM - VACO | VA - VACO | VHA | |||||||||||||
| REGIONAL PROJECT | |||||||||||||||||
| MANAGER (PM) | REGIONAL | ||||||||||||||||
| CONTRACTING OFFICER | PEER REVIEWER | COMMISSIONING | |||||||||||||||
| CONSULTANT | CONSTRUCTION | ||||||||||||||||
| MANAGER | CONSULTING SUPPORT | VACO COST ESTIMATING | FACILITIES STANDARDS | PLANNING | TELECOMMUNICATION SERVICES | ||||||||||||
| (005OP213) | BOILER | SPD, PHARM, SCI, POLYTRAUMA | CAPITAL ASSET MANAGEMENT | ||||||||||||||
| 1ONA5 | VA MEDICAL CENTER (VAMC) | VISN | |||||||||||||||
| PROJECT STAGE | |||||||||||||||||
| REQUEST FOR PROPOSAL (RFP) | CR | CR | CR | CR | CR | SP / CD | SP / CD | SP / CD | SP / CD | SP | SP / CD | CR /SP | CR | CR | CR | ||
| SD/35% | CR | CR | CR | CR | CR | SP / CD | SP / CD | SP / CD | SP / CD | SP | SP / CD | CR /SP | CR | CR | CR | ||
| DD/65% | CR | CR | CR | CR | CR | SP / CD | SP / CD | SP / CD | SP / CD | SP | SP / CD | CR /SP | CR | CR | CR | ||
| CD/100% | CR | CR | CR | CR | CR | SP / CD | SP / CD | SP / CD | SP / CD | SP | SP / CD | CR /SP | CR | CR | CR | ||
| DESIGN COMPLETE CONSTRUCTION DOCUMENTS (Not a review; record document for construction) | CR | CR | CR | CR | CR | SP / CD | SP / CD | SP / CD | SP / CD | SP | SP / CD | CR /SP | CR | CR | CR | ||
| 1) MAIL VA DELIVERABLES TO: VA PROJECT MANAGEMENT, CONSULTING SUPPORT SERVICE, COMMISSIONING AGENT, VAMC, VISN, AND NOTIFY THE PROJECT MANAGER ACCORDINGLY. WORK WITH USACE PROJECT MANAGER TO COORDINATE NON-VA DELIVERABLES | |||||||||||||||||
| 2) IN ALL CASES, THE PROJECT MANAGER WILL SEND THE DELIVERABLES TO: CONTRACTING OFFICER, PEER REVIEWER, TELECOMMUINCATIONS SERVICES, CONSTRUCTION MANAGEMENT, REGIONAL & VACO PROGRAM MANAGEMENT OFFICE AND REGIONAL FIRE & SAFETY, IN ADDITION, THE PROJECT MANAGER WILL DETERMINE THE REQUIREMENT FOR SPECIAL PROJECTS SUCH AS SPD, PHARMACY, SCI, POLYTRAUMA ETC. | |||||||||||||||||
| 3) UPON RECEIVING THE DELIVERABLES, THE VA PROJECT MANAGER WILL UPLOAD ALL PROJECT DOCUMENTS TO THE VA SHARE FILE SITE AND ALTER THE DST. |
| CR | Coordinate requirement with VA Project Manager |
| SP | Complete set of documents available on SharePoint Site |
| CD | Complete digital submittal on Compact Disc/Digital Video Disc |
| CH | Complete set of documents with half size drawings |
| CF | Complete set of documents with full size drawings |
General
| PG 18-15 VOL DB DESIGN BUILD | PROJECT NAME / PROJECT NUMBER | MM/DD/YYYY | DATE | DATE | DATE | ||
| CONTRACT EFFECTIVE DATE | Typical Phases | Submittal Checklist | Submittal |
Package 1 -
| Seq. No. | Type | Topic | Description | SD/35% | DD/65% | CD/100% | Inc. in RFP | Submitted | Pending | N/A | Comments / Location | SD/35% | DD/65% | CD/100% | ||
| GENERAL | General Requirements per subheadings below | |||||||||||||||
| G-1.0 | Report | Integrated Project Design | ||||||||||||||
| G-1.1 | Report | Integrated Project Team (IPT) Directory | Submit Integrated Project Team (IPT) directory: List of team members, contact information, roles, and responsibilities. Include as appropriate: VA's representatives/stakeholders, A/E, Commissioning Agent, designated subcontractors, community representatives, regulatory agencies, and consultants for specialty disciplines such as Traffic Engineer, Geotechnical Engineer, Environmental Engineer, automatic transportation, blast, Cost Estimate/Management, Acoustical, BIM Manager, and Historic Preservation. Update Team Directory at subsequent phases notifying VA of changes. | P | U | F | ||||||||||
| G-1.2 | Report | Quality Control Plan | Submit a Quality Control Plan 30-days after award. Demonstrate that the project plans and specifications have gone through a rigorous review and coordination effort. Provide an outline of the actions that the firm will take during the design process. Include each step that will be taken during the development of the various phases of design. Include BIM Design Coordination activities in the QA plan. Review to be conducted by a senior member of the firm who can initial and date when the action has been completed. | |||||||||||||
| P | U | F | ||||||||||||||
| G-1.3 | Report | Certification of Independent Technical Review and Quality Control Review | Submit form indicating certification of an ITR and Quality Control Review | P | U | F | ||||||||||
| G-1.4 | Report | Project Management Plan (PMP) | Provide support, input, information, data, and detail to the VA Project Manager for development of the VA Project Management Plan (PMP) which will address Scope/Requirements, Schedule, Cost Management, Communications Management, Process Improvement, Staffing Management, Quality Management, Change Management, and Risk Management, and cover functionality, budgetary, aesthetic, sustainability, security, schedule, procurement method, and related requirements for the project. The VA PMP shall also outline participants roles and responsibilities, regularity of meetings, and define the process for information sharing and frequency. The AE shall assist the VA PM in updating the PMP at each design phase. | P | U | F | ||||||||||
| G-1.5 | Report | Risk Mitigation Plan | Provide a Risk Mitigation Plan to address risks such as schedule delays, budget overruns, and scope changes. | P | U | F | ||||||||||
| G-1.6 | Report | Applicable Criteria | Document all applicable codes and standards in effect at the time of the contract award and update with required changes. This record will include a listing of all industry codes and a downloaded copy of VA applicable criteria, standards, design guides and design manuals. | P | U | F | ||||||||||
| G-1.7 | Report | Design Change Summary | Provide a summary outlining substantive design changes, and any deviations from VA Criteria such that reviewers can easily evaluate the proposed changes. Deviations from Design Criteria must include a reference to the Criteria, the proposed deviation, and DOR justification for the deviation including cost implications, to be evaluated by the Government prior to implementation. The DOR must keep a log of all deviation requests. | P | U | F | ||||||||||
| G-1.8 | Report | Meeting Minutes | The Contractor shall submit minutes of meetings with VA and VA's other contractors, as well as for DOR coordination meetings. | P | U | F | ||||||||||
| G-2.0 | BUILDING INFORMATION MODELING | |||||||||||||||
| G-2.1 | Report | BIM Execution Plan (BxP) | Submit a Project Bim Execution Plan (BxP), including Data Security Plan, for the project as per VA BIM Standard and in accordance with the RFP. Preliminary BxP required 45 days prior to Interim 1 Design Submittal. | P | F | R | ||||||||||
| G-2.2 | Report | BIM Geo-Referencing | Locate Model(s) according to VA BIM Standard Appendix - 5 | F | R | R | ||||||||||
| G-2.3 | Report | Space Reservations | Provide a report defining the space reservations required for each system and equipment. List equipment and system by name, the size and location of the space reservation, the required use for the space reservation, and the tools and equipment that will be used in the space reservation. | P | U | F | ||||||||||
| G-2.4 | Report | Interference Management (Design Coordination) | Provide summary report of design coordination conflicts remaining to be resolved for building components, equipment, systems, including those in interstitial space and underground utilities. Include insulation, pipe slope, and space reservations in interference management reviews. | P | U | F | ||||||||||
| G-2.5 | Report | Design Coordination Reach out Reports | Invite the project Constructability Reviewers to observe the Design Coordination meetings. Conduct BIM walk-throughs of all the building systems with the Medical Center Chief Engineer and CSS and others to obtain acceptance of maintenance access and function ability. Provide report of the date of the invitations, invitee name(s), attendee name(s), date of Design Coordination meeting, meeting minutes of results of activities. | P | U | F | ||||||||||
| G-2.6 | Report | Design Coordination Reports | Provide report of Design Coordination conflicts remaining to be resolved for building components, equipment, systems, including those in interstitial space and underground utilities. Include insulation, pipe slope, and space reservations in all interference management reviews. Provide line progression graph showing progress of all conflict resolutions over time. | P | U | F | ||||||||||
| G-2.7 | Report | Spatial & Equipment Data | Provide progress report on data accumulation (See VA BIM Standard Appendix 3) in Excel format. | P | F | |||||||||||
| G-2.8 | Report | Certification of integrity of space reservations | Provide certification that no space reservations have been encroached upon at completion of CDs. | P | U | F | ||||||||||
| G-2.9 | Report | Model Compliance Report QA/QC Report | Submit a QA/QC report that certifies the models are compliant with VA BIM Standard and the project requirements. | P | U | F | ||||||||||
| G-2.10 | Drawing/Model Deliverables | Files formats as described in VA BIM Standard | ||||||||||||||
| G-2.11 | Report | Laser Scans | See VA BIM Standard Deliverables | F | R | R | ||||||||||
| G-2.12 | Drawings | Blocking and Stacking, Phasing | See VA BIM Standard Deliverables | F | R | R | ||||||||||
| G-2.13 | Report | FM Data | Excel / COBie format. | P | U | F | ||||||||||
| G-2.14 | Drawings | Design-Intent Drawings | Design-Intent Drawings (derived from Model) | P | U | F | ||||||||||
| G-2.15 | Drawings | Design-Intent Model(s) | Native Format, NWD (or Equal); DWG, digital 2D PDF | P | U | F | ||||||||||
| G-2.16 | Drawings | Signed and Sealed Models and Drawings | Final Models and Drawings shall be signed and sealed by a professional AE licensed in the geographic jurisdiction of the project. | F | ||||||||||||
| G-2.17 | Drawings | Final Deliverables | ||||||||||||||
| G-2.18 | Drawings | As-Built Drawings | Provide Prior to Beneficial Occupancy. | |||||||||||||
| G-2.19 | Drawings | FM Model | Provide Prior to Before Beneficial Occupancy. | |||||||||||||
| G-2.20 | Report | Linking Electronic Files for Building Equipment/Systems | Linked and uploaded to Maximo to be provide prior to Beneficial Occupancy. | |||||||||||||
| G-2.21 | Report | FM Data | Final upload to Maximo with AE supplied BIM viewer to be provided prior to Beneficial Occupancy. | |||||||||||||
| G-3.0 | SPECIFICATIONS | |||||||||||||||
| G-3.1 | Report | Outline | Submit hyperlinked Table of Contents of applicable specification sections. Provide outline specification sections for building exterior materials and typical interior materials, using the “Track Changes” function. | P | U | F | ||||||||||
| G-3.2 | Report | Submit outline specifications for all disciplines using “Track Changes” function. At Interim 2 provide Outline Specifications. Lists all proposed specifications to be used and identify any special specifications required for the project. | F | R | R | |||||||||||
| G-3.3 | Report | Specifications for all technical disciplines shall be prepared using VA Master Construction Specifications. Where subsystems are performance specified, ensure that adequate design parameters are provided on drawings and/or specifications, that design responsibility (e.g. subsystem design by subcontractor's engineer) is clearly delineated, and that required submittals allow for review of subsystem design before fabrication. Submissions shall show changes to master by using "Track Changes" function. The Final submission shall not show changes. | P | U | F | |||||||||||
| G-3.4 | Report | Prepare specifications that define the contractor's responsibility for BIM deliverables as outlined in the VA BIM STANDARDS, including Construction Coordination activities. | P | U | F | |||||||||||
| G-3.5 | Report | Submit fully coordinated documents with other design disciplines for approval by Authorities Having Jurisdiction. The specifications should be considered 100% complete with no additional coordination or information required. | F | |||||||||||||
| G-3.6 | Report | Provide Final Project Manual with signature and seal of architect of record on the cover. | F | |||||||||||||
| G-4.0 | CRITICAL PATH METHOD | |||||||||||||||
| G-4.1 | Report | Construction Phasing Plan | Include phasing narrative in the Basis of Design for the final submission. | P | U | F | ||||||||||
| G-4.2 | Provide phasing plans and 4D BIM. Coordinate with Architecture. | P | U | F | ||||||||||||
| G-4.3 | Drawings | Provide CPM Phasing Plan diagram (see CPM Design manual in TIL). | P | U | F | |||||||||||
| G-4.4 | Drawings | Written list and drawings of systems, organized by technical disciplines, including temporary systems, swing spaces, etc. by phase. | P | U | F | |||||||||||
| G-4.5 | Aggregate | Concept Master Schedule Analysis | Prepare a schedule analysis showing the durations and impact of changes to the Overall Master Schedule prepared during Project Book. | P | U | F | ||||||||||
| G-4.6 | Aggregate | Project Master Schedule | Create a Project CPM Schedule based on the proposed design. Identify conditions that influence the Project Schedule, including site conditions that require mitigation, availability of utilities and roadways, and approvals from regulatory agencies (historic, environmental, and other permitting agencies). Project Schedule must identify major design activities, procurement phase activities and construction phasing sequence with major milestones, and VAMC overlapping activation phase. Identify CPM and Risk Analysis Consultants. Crosscheck CPM schedule with estimating consultant for cost escalation. | P | U | F | ||||||||||
| G-4.7 | Aggregate | Overall Construction Schedule | Submit Construction Schedule showing more details than Project schedule milestones, including phasing sequence, Long lead items and major trade work etc. This schedule shall be in cost-loaded CPM format with interrelationships. between activities and shall also be used as a basis for monthly payments. Provide schedule in Primavera P6 (preferred) or MS Project. | P | U | F | ||||||||||
| G-4.8 | Aggregate | Detail Design Schedule | Submit Detailed Design CPM Schedule identifying major activities, submissions, and milestones. Show activities for each design package and primary design discipline. At a minimum, include architectural, structural, mechanical, electrical, fire protection and life safety, plumbing, civil, and physical security. This schedule shall be in cost-loaded CPM format with interrelationships. between activities and shall also be used as a basis for monthly payments. Provide schedule in Primavera P6 (preferred) or MS Project. | P | U | F | ||||||||||
| G-4.9 | Report | Risk Management Plan | Submit risk management plan, identify SMEs and methodology on how to execute the plan. Submit Analysis in a narrative format which shall identify schedule risk areas and recommend actions to mitigate identified risks. | P | U | F | ||||||||||
| G-4.10 | Report | Schedule Risk Analysis | Submit Schedule Risk Analysis Report based on CPM for detailed design and anticipated overall construction and activation schedule. | P | U | F | ||||||||||
| G-4.11 | Report | Project Risk Register | Submit a Project Risk Register that has been approved by VA in a timely manner (monthly or as required by VA PM) covering all impacted disciplines. | P | U | F | ||||||||||
| G-5.0 | COMMISSIONING | A/E must coordinate with the commissioning team for the following deliverables: | ||||||||||||||
| G-5.1 | Report | Provide the Commissioning Plan (Cx Plan) coordinated with AE's Basis of Design (BOD), VA’s Project Requirements, and list of systems, components, and features to be commissioned. Include required documentation and schedule for implementation. See Commissioning Process Manual on the TIL. | P | U | F | |||||||||||
| G-5.2 | Report | Identify commissioning team and team organization. Include team member roles and responsibilities, and lines of communication. | F | R | R | |||||||||||
| G-5.3 | Report | Submit the updated narrative Basis of Design (BOD) report including Commissioning Agent's (CxA) report of document review and statement indicating how each of the items in the report shall be or has been addressed. | P | U | F | |||||||||||
| G-5.4 | Report | Identify major concerns that could affect operations, maintenance, or testing in the design phase commissioning Issues log with proposed resolution/mitigation. Identify discrepancies between Governmental Project Requirements and design narrative. Update design schedule and key milestones and roster of Commissioning Team members. At final submission verify that discrepancies between OPR and design narrative have been resolved. | P | U | F | |||||||||||
| G-5.5 | Report | Provide a Construction and Post-Construction Phase Commissioning Plan, including systems to be commissioned, an outline of construction phase roles and responsibilities, and an outline of required system documentation requirements. | P | U | F | |||||||||||
| G-5.6 | Report | Provide a report on selected control system types, configuration, and capabilities together with key decisions about equipment and systems sequences of operation. | P | U | F | |||||||||||
| G-5.7 | Report | Review technical sections of the specifications to coordinate O&M manual requirements. | P | F | ||||||||||||
| G-5.8 | Report | Provide description of appropriate training and demonstration requirements for VA’s personnel. Include complete list of all types of equipment/systems and what Training and Demonstration is required. | P | F | ||||||||||||
| G-5.9 | Report | Submit an updated Basis of Design (BOD) including Commissioning Agent's (CxA) report of document review and statement indicating how each of the items in the report shall be or has been addressed. | P | U | F | |||||||||||
| G-5.10 | Report | Provide a design phase commissioning issues Log with proposed resolution/mitigation. Identify major concerns that could affect operations, maintenance, or testing. Identify discrepancies between Owners Project Requirements and design narrative. Update design schedule and key milestones and roster of Commissioning Team members. At final submission verify that discrepancies between OPR and Design Narrative have been resolved. | P | U | F | |||||||||||
| G-5.11 | Report | Provide description of appropriate training and demonstration requirements for Government personnel. Include complete list of all types of equipment/systems and what Training and Demonstration is required. | P | F | ||||||||||||
| G-5.12 | Report | Provide preliminary commissioning schedule, inclusive of design phase commissioning schedule and duration schedule for commissioning activities during construction phase commissioning. | P | U | F | |||||||||||
| G-5.13 | Report | For phased construction, coordinate with AE and owner representatives to identify all commissioning requirements within each phase, including required temporary systems. | P | U | F | |||||||||||
| G-5-14 | Report | Provide Commissioning specifications. See Commissioning specifications on the TIL. | P | U | F | |||||||||||
| G-5-15 | Report | Coordinate with AE and owner representatives and identify ALL third party testing. Incorporate third party testing in the Cx Plan and identify all required participants during testing. | P | U | F |
| VA SMEs | ||
| Michael Koch | Michael.Koch3@va.gov | General |
| Elizibeth Yo | Elizabeth.Yo@va.gov | BIM |
| Ron Johnson | Ronald.D.Johnson@va.gov | Specifications |
| Mo Ghorbanpour | Mo.Ghorbanpour@va.gov | CPM |
| Michael Koch | Michael.Koch3@va.gov | Cx |
mailto:Michael.Koch3@va.govmailto:Ronald.D.Johnson@va.govmailto:Mo.Ghorbanpour@va.govmailto:Michael.Koch3@va.gov Civil
| PG 18-15 VOL DB DESIGN BUILD | PROJECT NAME / PROJECT NUMBER | MM/DD/YYYY | DATE | DATE | DATE | ||
| CONTRACT EFFECTIVE DATE | Typical Phases | Submittal Checklist | Submittal |
Package - 1
| Seq. No. | Type | Topic | Description | SD/35% | DD/65% | CD/100% | Inc. in RFP | Submitted | Pending | N/A | Comments / Location | SD/35% | DD/65% | CD/100% | ||
| CIVIL | VA submission requirements for Civil Design | |||||||||||||||
| C-1.0 | BASIS OF DESIGN | |||||||||||||||
| C-1.1 | Report | Project Survey Marker | VA requires that all models contain geospatial information that is properly referenced between a permanent, physical, USGS Survey Marker’s geographic survey point (Site Origin Point) available in the State Plane Coordinate system where the project is located, and the coordinate system in the model space (Project Base Point), thereby providing a precise, measurable reference point for accurately locating and constructing buildings, site work, utilities, and infrastructure. | F | R | R | ||||||||||
| C-1.2 | Report | Site Analysis | Review the Government furnished information for site conditions and identify additional conditions or constraints that need to be addressed. | F | R | R | ||||||||||
| C-1.3 | Report | Phasing | Provide a narrative describing phasing plan. Take into consideration the site conditions that will influence project schedule and construction, taking into account existing utility capacity and location, roadways, approvals from regulatory agencies, adjacent construction, environmental site constraints etc. | P | F | R | ||||||||||
| C-1.4 | Report | Phasing Impacts | Phasing analysis to determine impacts of project construction on maintaining hospital routine, ingress/egress of pedestrians and traffic flows, transportation and storage of construction materials, mitigation of air and noise pollution, sequencing of new conflicts, and areas of future construction. | P | F | R | ||||||||||
| C-1.5 | Report | Erosion Control/ Stormwater Management | Sediment and erosion control requirements. | F | R | R | ||||||||||
| C-1.6 | Aggregate | Drainage Analysis | Conduct a drainage analysis and provide calculations of existing and proposed site conditions to assess potential options for storm water management strategies. Locate areas where storm water storage facilities are to be located, if needed. | P | F | R | ||||||||||
| C-1.7 | Calculations | Provide storm water computations and sizing calculations to comply with local, state, and federal regulations. Indicate methodology or software used. | P | F | R | |||||||||||
| C-1.8 | Report | Stormwater management requirements and intended methods of implementation. Coordinate with Landscape Architect. Prepare a Storm Water Pollution Prevention Plan (SWPPP) report. Submit SWPPP, required drawings, and calculations to regulatory review agencies, if applicable, as well as VA. | P | F | R | |||||||||||
| C-1.9 | Report | Narrative | Submit Basis of Design narrative for site access, vehicular circulation, physical security standoffs, barriers, parking, and other security elements; and items of environmental and historical significance. | P | U | F | ||||||||||
| C-1.10 | Report | Provide a narrative describing infrastructure included to support alternative transportation (mass transit, pedestrian, bicycle, electric vehicle, and etc.) Coordinate with architectural discipline. | P | F | R | |||||||||||
| C-1.11 | Report | Emergency Access strategy coordinate with responding emergency departments. | F | R | R | |||||||||||
| C-1.12 | Report | Mitigation plan (NEPA) | F | R | R | |||||||||||
| C-1.13 | Report | Provide a narrative describing site lighting strategy. | F | R | R | |||||||||||
| C-1.13 | Report | Assess Crime Prevention concepts through Environmental Design (CPTED) principles. | P | U | F | |||||||||||
| C-1.14 | Report | Catalog Cut Sheets | Provide catalog cut sheets for Site Design related items. | P | F | R | ||||||||||
| C-2.0 | Geotech | |||||||||||||||
| C-2.1 | Report | Provide criteria and proposed boring locations plan for a subsurface investigation program to be used for road, parking, and other paving design, where applicable. Proposed boring locations shall be coordinated with boring program for buildings, structures, and utilities. Conduct percolation test to check soil condition for storm water management. Coordinate with Structural Engineer discipline. | P | F | R | |||||||||||
| C-2.2 | Report | Provide the coordinates (northing, easting, elevation) of each boring or survey line. Boring logs shall include soil descriptions, blow counts, and all other relevant information. Refusal and its relation to top of rock shall be carefully explained and correlated to seismic refraction survey if performed. Geophysical testing and evaluation shall be included where appropriate. Coordinate with Structural Engineer discipline. | F | R | R | |||||||||||
| C-2.3 | Report | Geotech Report | Using the final Geotech report information, the civil engineer shall create a BIM that reflects the subsurface conditions of the project. Coordinate with Structural Engineer discipline. | F | R | R | ||||||||||
| C-3.0 | DRAWINGS and MODELS | As per the VA BIM STANDARD and as noted below | ||||||||||||||
| C-3.1 | Drawings | Phasing | Overall Site Phasing plan. | P | F | R | ||||||||||
| C-3.2 | Drawings | Circulation Plan | Circulation plan showing ingress/egress to the site by pedestrians (including persons with disabilities), cars, trucks, emergency vehicles, and mass transit traffic. | P | U | F | ||||||||||
| C-3.3 | Provide meeting minutes with responding Fire Department. | F | R | R | ||||||||||||
| C-3.4 | Drawings | Site Plan | The site plan will indicate the final building location and orientation, parking lot locations, entrance and access roads, pedestrian walkways, utility yards, site utility locations, security measures, outdoor patios, and all other features that make for a functioning facility. The site plans shall be drawn to an indicated scale with accurate locations, dimensions and elevations for all facilities and site improvements. | P | U | F | ||||||||||
| C-3.5 | Drawings | Site security diagram indicating all of the physical security elements being implemented into the site design including standoff distances, barriers, access control, and vehicle stacking, at minimum scale 1”=100.0’ (1:1200). Coordinate with Physical Security Requirements. | P | U | F | |||||||||||
| C-3.6 | Drawings | Provide soil boring locations coordinated with existing utility lines. (coordinate with Structural and Geotechnical Engineer). | P | F | R | |||||||||||
| C-3.7 | Drawings | Provide stormwater management plans/drawings and profiles. | P | U | F | |||||||||||
| C-3.8 | Drawings | Provide site plans including demolition, locations of structures, parking, roads, service areas, walks, plazas, buffers/tree groupings, landscape screening, and other site/building features. Indicate locations of accessible parking spaces and number of handicapped accessible and van accessible parking spaces on site plan. | P | U | F | |||||||||||
| C-3.9 | Drawings | Provide site plan details, including: fence construction details; guard station and vehicle barrier design; location of cameras, access control and screening equipment; site lighting; vehicle barrier design; landscaping; physical security requirements; CPTED implementation plan; as applicable. | P | U | F | |||||||||||
| C-3.10 | Drawings | Provide site plan details, including: fence construction details; guard station and vehicle barrier design; location of cameras, access control and screening equipment; site lighting; vehicle barrier design; landscaping; CPTED implementation plan. | P | U | F | |||||||||||
| C-3.11 | Drawings | Provide plans for concrete paving joint patterns. | P | F | ||||||||||||
| C-3.12 | Drawings | Grading | Site grading is managing and designing the topography of the site for the proposed project. Topography is the primary determinant in the amount, direction, and rate of runoff. Consider the effects of rainfall in the fully-designed scenario and how it compares to the pre-developed flows when grading a new project site. Use 2’-0” contours at a maximum intervals, but preferably 1’-0”, to show grading of the entire project site. If rock excavation is required for site grading, indicate quantity on grading plans." The Design Build Team must conform with all related Requirements outlined in Section 4.8 of the VA Site Design Manual (PG 18-10). | P | U | F | ||||||||||
| C-3.13 | Drawings | Provide conceptual grading plan for cut and fill analysis. | F | R | R | |||||||||||
| C-3.14 | Drawings | Grading plan including existing and proposed contours at 2-foot intervals at a maximum but preferable 1- foot, of the entire area affected by the site work. Show spot elevations at structure corners, entrances, equipment pads, other critical areas, and floor elevations for all floors with direct access to grade. Show rim and invert elevations on all storm drainage structures. Show storm pipe profiles. If rock excavation is required for site grading, indicate quantity on grading plans. | P | U | F | |||||||||||
| C-3.15 | Drawings | Show demolition, erosion, sediment control, and storm water management measures. Show erosion control plan for improvement plan. | P | U | F | |||||||||||
| C-3.16 | Drawings | Landscape | Provide planting plan, with symbols showing location of all trees, shrubs, planting beds, and lawns. Provide a planting list and planting details with botanical and common name, genus and species, size/caliper, and special comments at a minimum. Check plants for suitability to the microclimate, maintenance, safety to patients, and availability. Indicate any areas to be irrigated as per guidance in VA Sustainable Design Manual. | P | U | F | ||||||||||
| C-3.17 | Drawings | Utilities | Provide overall utility plan showing all new and existing utilities (storm drainage, sanitary sewer, water, fire (including valves), gas, electric, communications, steam, chilled water, etc.) from building connections to mains. Indicate water storage, fire hydrants and fire department connections. Coordinate with other disciplines to avoid conflicts. | P | U | F | ||||||||||
| C-3.18 | Drawings | Indicate fire protection items; underground fire main piping and valves, water storage tanks, fire hydrants, fire department connections. | P | U | F | |||||||||||
| C-3.19 | Drawings | Provide utility drawing showing incoming and outgoing with connections to mains for gas storage (oxygen, nitrogen, and propane) and protection for fuel and water storage. | P | U | F | |||||||||||
| C-3.20 | Drawings | Provide utility drawing showing domestic water piping and profiles. | P | U | F | |||||||||||
| C-3.21 | Drawings | Provide utility drawing showing sanitary sewer piping and profiles. | P | U | F |
| VA SME | |
| Ron Horton | Ronald.Horton@va.gov |
mailto:Ronald.Horton@va.gov Structural
| PG 18-15 VOL DB DESIGN BUILD | PROJECT NAME / PROJECT NUMBER | MM/DD/YYYY | DATE | DATE | DATE | ||
| CONTRACT EFFECTIVE DATE | Typical Phases | Submittal Checklist | Submittal |
Package - 1
| Seq. No. | Type | Topic | Description | SD/35% | DD/65% | CD/100% | Inc. in RFP | Submitted | Pending | N/A | Comments / Location | SD/35% | DD/65% | CD/100% | |||
| STRUCTURAL | VA submission requirements for Structural Design | ||||||||||||||||
| S-1.0 | BASIS OF DESIGN | ||||||||||||||||
| S-1.1 | Report | Narrative | Provide calculations and written description of the structural systems for the proposed design. Provide written descriptions of the basic structural systems to be used for foundations, substructure, superstructure, provisions for progressive collapse, and lateral force resisting system. | P | F | R | |||||||||||
| S-1.2 | Report | For renovation/addition projects describe existing structural system and strategies for extending, modifying, enhancing the system. Discuss/show whether or not existing structural system meets code provisions that preclude upgrading the existing structural system to meet current code. | P | F | R | ||||||||||||
| S-1.3 | Report | Where necessary, provide mitigation of groundwater penetration. Include discussion of unknown conditions and potential risks involved in preliminary assumptions or site conditions that may impact construction. | P | F | R | ||||||||||||
| S-1.4 | Report | Geotech Investigations | Submit plan to perform subsurface exploration and laboratory testing in the area of any proposed construction. Explain technical issues to be resolved, field and laboratory methods to be used, estimated number and depths of borings and other field methods, estimated laboratory testing, and reporting methods. | P | F | R | |||||||||||
| S-1.5 | Report | Indicate whether special geotechnical investigation procedures, e.g. Shear Wave Velocity Measurements and/or Site Specific Study, need to be required for the determination of the more accurate Site Class required to assign Seismic Design Category. Coordinate with Geotechnical / Civil Engineer. | P | F | R | ||||||||||||
| S-1.6 | Report | Investigation methods shall be tailored to the needs of the specific project. | F | R | R | ||||||||||||
| S-1.7 | Report | Ground water conditions shall be investigated for each building, including significant excavations greater than 15 feet. This shall include the installation and monitoring of observation wells. When required, monitoring shall continue for at least six months to give an indication of seasonal fluctuation. | P | F | R | ||||||||||||
| S-1.8 | Report | Provide detailed work plan, which shall include the results of previous investigations relevant to the project. | F | R | R | ||||||||||||
| S-1.9 | Report | The final geotechnical report shall include resolution of all comments. Investigation methods shall be tailored to the needs of the specific project. | F | R | R | ||||||||||||
| S-1.10 | Report | Blast Load Analysis and Design | Blast Basis of Design (BOD) shall provide analysis and design recommendations for building façade and screen elements including curtain walls and windows, and their connections to the supporting structural elements. These design recommendations shall be developed by close coordination between the Blast Consultant and the Structural Engineer of Record to include locations of connections of building facade elements to supporting structure along with the required connection capacities with some “vendor tolerance factor” accounting for some differences between supplier products. The contractor’s delegated design curtain wall system shall not exceed these specified maximum reactions. | P | U | F | |||||||||||
| S-2.0 | CODE ANALYSIS | ||||||||||||||||
| S-2.1 | Report | Describe the Building Structural Performance Design Criteria. | F | R | R | ||||||||||||
| S-2.2 | Report | Provide written description of design philosophy for the design of progressive collapse, blast, and natural disaster. | P | F | R | ||||||||||||
| S-2.3 | Report | Identify pre-fabricated structural items (such as pre-engineered metal buildings, precast concrete panels) and other items (Such as building facades, screens etc., that are to be protected against blast loadings) where design is delegated to others. Address design responsibilities related to the designer of record and portions of the design that is being delegated to others. | P | U | F | ||||||||||||
| S-2.4 | Report | State the fire resistance criteria for all portions of the structural system. | P | U | F | ||||||||||||
| S-2.5 | Report | In close coordination with the mechanical and electrical disciplines, identify equipment that are required to have Special Seismic Certification in accordance with the RFP. Please see VA H 18-8, Seismic Design Requirements, for a "List of Equipment and Components Typically Requiring Special Seismic Certification" for guidance. | P | U | F | ||||||||||||
| S-3.0 | STRUCTURAL TYPE | ||||||||||||||||
| S-3.1 | Report | Concrete | Describe basic material properties for concrete to be used, including compressive strength, entrained air content, maximum aggregate size, allowable water/cement ratio, unit weight or aggregate type, and anticipated admixtures. Potential for fly ash or other suitable cement replacement substitution. Concrete mixtures to be used for footings, foundations walls, slab on grade, elevated slabs, superstructure columns and beams, roof slabs. For rebar, identify bar and welded wire fabric. ASTM material designation for the rebar to be used. Indicate the anticipated uses and locations for special rebar types (epoxy coated, galvanized, and high strength). Determine floor flatness requirements. | P | U | F | |||||||||||
| S-3.2 | Report | Structural Steel | Indicate ASTM material designation for the steel to be used for each of the following items: steel columns, steel beams, base plates, built-up beams or girders, steel truss chord members, and lateral bracing system. Itemize by American Institute of Steel Construction (AISC) shape as applicable, including material types and sizes. Provide diameter, ASTM material designation, and finish for the typical bolt assembly, including nuts, washers, and bolts. List of the locations where slip-critical bolts are anticipated. Submit the test method to be used to verify the bolt tension in the slip-critical connections. List project welding materials. Provide type of base plate/anchor rod assemblies. Priming/painting of steel members including materials, locations, and slip coefficients. | P | U | F | |||||||||||
| S-3.3 | Report | Steel Deck | Provide basic information on the anticipated steel decking to be used, including profile and depth, ASTM material designation, span condition, finishes and coatings, and method of attachment. Define required shoring. Deflection criteria to be considered. | P | U | F | |||||||||||
| S-3.4 | Report | Masonry | Indicate ASTM International (ASTM) designations for typical Concrete Masonry Units (CMU), types of mortar, and lintel materials, ties, and anchors to be used. Define masonry tolerances. | P | U | F | |||||||||||
| S-3.5 | Report | Wood and Engineered Wood Products | Indicate grade and species for all anticipated wood framing products. Engineering design requirements for engineered wood products. Define typical spacing for framing members. Define special treatment requirements (such as pressure treated and fire resistive). Requirements for wood sheet goods (oriented strand board (OSB), plywood), thicknesses, and locations for use (roof deck, floor deck, exterior sheathing). | P | U | F | |||||||||||
| S-4.0 | CALCULATIONS | ||||||||||||||||
| S-4.1 | Calculations | Structural Analysis | Submit calculations covering all parts of the structure and miscellaneous facilities. Provide copies of input data and output summaries, accompanied by diagrams that identify joints, members, and areas, according to the notations used in the data listings. Calculations shall include: | P | U | F | |||||||||||
| S-4.2 | Calculations | Gravity load and lateral loads for the majority of the framing members | P | U | F | ||||||||||||
| S-4.3 | Calculations | Foundations | P | U | F | ||||||||||||
| S-4.4 | Calculations | Primary structural members | P | U | F | ||||||||||||
| S-4.5 | Calculations | Vibrations | P | U | F | ||||||||||||
| S-4.6 | Calculations | Seismic | P | U | F | ||||||||||||
| S-4.7 | Calculations | Progressive collapse, local conditions, and blast design. | P | U | F | ||||||||||||
| S-4.8 | Calculations | Adequacy of existing structure, where applicable, to account for new functional loads or new criteria. | P | U | F | ||||||||||||
| S-4.9 | Calculations | Calculation Sheets | Final calculations shall be indexed, sealed, and signed by the engineer whose name appears on the Design Calculations index. Observe the following guidelines: | F | |||||||||||||
| S-4.10 | Calculations | State assumptions and design criteria prior to the presentation of the calculations. | P | U | F | ||||||||||||
| S-4.11 | Calculations | Provide calculations to verify sizes, bolts, and welds with all details. Connection design may be provided by steel fabricator's engineer in regions where this is standard practice. Refer to AISC Code of Standard Practice requirements for connection information to be shown on documents where design is delegated. | P | F | |||||||||||||
| S-4.12 | Calculations | Sketches used to describe the basis of calculations shall be drawn to approximate proportions. | P | F | |||||||||||||
| S-4.13 | Aggregate | Special Inspections | Include all Special Inspections in accordance with PG 18-1 Section 01-45-35. | P | U | F | |||||||||||
| S-5.0 | Drawings | DRAWINGS and MODELS | As per the VA BIM STANDARD and as noted below | ||||||||||||||
| S-5.1 | Drawings | Provide drawings of the preferred structural system at the smallest scale that can clearly illustrate the concept ((minimum 1/16” =1’0” (1:200) for larger buildings and 1/8”=1’-0” (1:100) for smaller buildings)). The A/E and VA PM need to concur on drawing scale for the submission. | P | F | R | ||||||||||||
| S-5.2 | Drawings | Indicate foundation system including walls, footing, and pile locations. | P | F | R | ||||||||||||
| S-5.3 | Drawings | Indicate floor and roof framing system, including column, beam, and girder locations. Indicate lateral bracing system on the layout. | P | F | R | ||||||||||||
| S-5.4 | Drawings | General | Submit the following at a minimum of 1/8” = 1’0” (3.1750 mm) scale drawings showing the selected structural systems, typical details showing relationship of structure with architectural and mechanical features, new and existing construction features, general notes, abbreviations, legends, key notes, symbol keys, key plans, column lines, north arrow, and coordinated backgrounds as per Drawing Deliverable Requirements (DDR). | P | U | F | |||||||||||
| S-5.5 | Drawings | Deep Foundation | |||||||||||||||
| S-5.6 | Drawings | Indicate number, cap size, and size of deep foundation members (pile, pier or caisson) at each location. Indicate the design depth (tip or bottom of elevation) for bidding purposes. | P | F | R |
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