B652262 Projects Requirements Doc. Rev. 1New S200 Warehouse.pdf

Project Requirements Document

Lawrence Livermore National Laboratory is operated by Lawrence Livermore National Security, LLC, for the

U.S. Department of Energy, National Nuclear Security Administration under Contract DE-AC52-07NA27344

Project Title Publish Date

S200 New Warehouse Space March 28, 2022

Project Location Services Required

Lawrence Livermore National Laboratory, site 200 Design-Build

7000 East Avenue, Livermore, California 94550

Project File Number Document Control Number

02LAND-2020-008 02LAND2020008-ACQ-001

Lawrence Livermore National Security (LLNS) is the management and operating prime contractor responsible for Lawrence Livermore National Laboratory (LLNL), a scientific research facility. This Project

Requirements Document (PRD) serves as the “statement of work” for design-build services.

Document Revision History

No. Description of Change Date

0 Initial release March 19, 2021

1 Attachment’s list: Guiding Principles updated to latest edition, replaces (3)

GP attachments

Section 5.4.2.4. Potholing for utilities added to scope of work

Section 5.5.3.1. Tree & root ball removal eliminated from scope of work

(already complete by Lab)

Section 5.5.6. changed ADA references to ABA

Section 6 Sustainability revised to reflect 2020 Guiding Principles requirements (current edition)

Appendix A: List of LLNL standards updated

Appendix B: revised list of Expected Design Drawings

March 28, 2022

Release Approval

Project Manager, Jennifer Ledesma, O&B Project Management Office

Reviewers LLNL Unclassified Control

Integrated Project Team Lead, Louis Bertolini, STE ENG-STE DTED-Defense Technologies Engineering

Status

External Audience: Unlimited

Customer, Jim Swanson, OB-BUS ADO-BUSINESS AD OFFICE Release Review Type

Institutional Review

Design Manager, Tim Steele, O&B PMO D&E Division

Construction Manager, Anthony Scafuri

DocuSign Envelope ID: 13FB62E0-F9F7-40FC-841D-B0F278D31E0E

March 29, 2022

March 29, 2022

March 29, 2022

March 31, 2022

March 30, 2022

March 28, 2022 S200 New Warehouse Space

02LAND2020008-ACQ-001

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Table of Contents

1 GENERAL

1.1 Background

1.2 Objective

1.3 References

1.4 Resource Documents

1.5 Description of Work

2 DESIGN

2.1 Scope of Design Services

2.2 Meetings and Reviews

2.3 Design Quality Assurance

2.4 Document Preparation and Certification

2.5 Government-Furnished Items

3 CONSTRUCTION

3.1 Subcontractor Requirements

3.2 Government-Furnished Items

3.3 LLNS Use of Subcontractor Equipment

4 DELIVERABLES

4.1 Basis of Design (BOD)

4.2 Outline Specifications

4.3 Drawings

4.4 Building Information Modeling (BIM)

4.5 Specifications

4.6 Calculations

4.7 Schedule

4.8 Finish Selection Boards

5 TECHNICAL REQUIREMENTS

5.1 LLNL Facilities Standards

5.2 General Requirements

5.3 Demolition

5.4 Survey

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5.5 Civil

5.6 Landscape

5.7 Structural

5.8 Architectural

5.9 Plumbing

5.10 Mechanical

5.11 Fire Protection

5.12 Electrical

5.13 NETWORKED COMMUNICATIONS

5.14 Alarms

6 SUSTAINABILITY

APPENDIX A – REGULATIONS, CODES AND STANDARDS

U.S. Department of Energy (DOE)

Code of Federal Regulations

California Code of Regulations, Title 8, “Industrial Relations”

California Code of Regulations, Title 24, “California Building Standards Code”

California Department of Transportation (CALTRANS)

U.S. General Services Administration

American Society of Mechanical Engineers (ASME)

National Fire Protection Association (NFPA)

American Concrete Institute (ACI)

American Society of Civil Engineers (ASCE)

American Society of Heating, Refrigerating, and Air-Conditioning Engineers (ASHRAE)

FM Global (FM)

Sheet Metal and Air Conditioning Contractors National Association, Inc. (SMACNA)

Miscellaneous Industry Standards (as applicable)

LLNL Facilities Standard

APPENDIX B – EXPECTED DESIGN DRAWINGS

General

Civil

Landscape Architectural

Architectural

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Structural

Mechanical / PLumbing / Fire Protection

Electrical

ATTACHMENTS

Attachment 1 – LLNL Facilities Drafting Standards

Attachment 2 – Best Practices for Preparing LLNL Specifications and Written Content on Drawings

Attachment 3 – Design Submittal Review Checklist

Attachment 4 – LLNL Facilities Standards-220325

Attachment 5 – LLNL Building Standard Finishes

Attachment 6 – Guiding Principles for Sustainable Federal Buildings

Attachment 7 – Basis of Design Report Template

Attachment 8 - Geotechnical Engineering Study

Attachment 9 - New Site 200 Warehouse - Topo and Utility Survey Map 2018

Attachment 10 – Conceptual Civil Site Plan-rev1

Attachment 11 – Conceptual Warehouse Plan

Attachment 12 - Personnel Booth Canopy Drawings

Attachment 13 - AEDG30-SmallWarehouse-2008-20110427

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1 GENERAL

1.1 BACKGROUND

Lawrence Livermore National Laboratory (LLNL) is one of the country’s premier national laboratories. The mission of

Lawrence Livermore National Security (LLNS) is to support and enhance national security in the areas of biosecurity, defense, intelligence, counterterrorism, nuclear nonproliferation, weapons development, energy, and pure science. A new warehouse with related site improvements is needed to support ongoing and future LLNL programs.

1.2 OBJECTIVE

The objective of the project is to design and construct a new single story, climate controlled, warehouse facility with a footprint of at least 19,200 gross square feet on a greenfield site. This facility will not have windows, office space or restrooms.

1.3 REFERENCES

The following documents form a part of the project requirements to the extent stated. Unless otherwise indicated, use the latest revision of the references on the date of Subcontract award. Bring conflicts between this Project Requirements

Documents (PRD) and the referenced documents to the attention of LLNS in writing for resolution before acting. Where differences exist between codes and standards, the more stringent requirements apply. If the project does not fully comply with these codes, standards, and the requirements of this PRD, describe each exception taken, indicate what standards or codes the equipment will meet, and submit to LLNS for approval.

1.3.1 Lawrence Livermore National Laboratory

LLNL Design Standard: PMO.DT-ST-05, LLNL Facilities Drafting Standards (attachment 1)

LLNL Standard: PMO.DT-ST-06, Best Practices for Preparing LLNL Specifications and Written Content on Drawings (attachment 2)

LLNL Standard: PMO.DT-ST-04, LLNL Facilities Standards (attachment 4)

1.4 RESOURCE DOCUMENTS

The documents identified below are for the Subcontractor’s convenience. These documents include information that may assist the Subcontractor or provide useful background information.

1.4.1 Conceptual civil site plan (attachment 12)

1.4.2 Conceptual warehouse plan (attachment 13)

1.4.3 Survey drawings (attachment 11)

1.4.4 Personnel booth canopy and security fence drawings (attachment 14)

1.4.5 Advanced Energy Design Guide for Small Warehouse and Self-Storage Buildings (attachment 15)

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1.5 DESCRIPTION OF WORK

Provide design, engineering, and construction services to accomplish the scope of work described below. The checked boxes below generally indicate the work type (unchecked items are not applicable or may be performed by others).

☒ Selective Site Demolition ☒ Survey

☐ Structure Demolition ☐ Equipment Replacement

☒ New Construction ☐ Hazardous Material Abatement

☐ Tenant/Facility Improvement ☒ Systems Commissioning

☒ Civil Hardscape/Landscape ☒ Building Commissioning

This scope of work is inclusive of the following objectives:

1.5.1 Design and construct a new facility with at least 19,200 gross square feet of storage space on a greenfield space. The building is to be a pre-engineered type IIB building, sprinklered. The design must include the civil and site work necessary to provide user ABA and CBC-required access to the building within the overall site as shown in the attached Conceptual Civil Site Plan.

1.5.2 Construct personnel booth per the LLNL standard details (see attachment 14) in location shown on the conceptual civil site plan (attachment 12).

1.5.3 Prepare the Owners Project Requirements (OPR) document for use in the commissioning process as required by DOE’s Guiding Principles for Sustainable Federal Buildings and Associated Instructions (attachment

6) regarding fundamental and enhanced commissioning. Additionally, develop and provide updates to the Basis of

Design (BOD) through final design (see attachment 9 for template example). LLNS will provide the Microsoft

Word version of the BOD template after award.

1.5.4 Site and Utility

1.5.4.1 Provide site topography and utility survey.

1.5.4.2 Provide geotechnical testing, report and recommendations for utility trenching, building pad preparation, foundation, and paving requirements.

1.5.4.3 Excavate and prepare building pad in conjunction with site grading.

1.5.4.4 Design and construct all site utilities and site improvements as shown on conceptual civil site plan.

1.5.4.5 Provide new loading area with vehicular markings, and all concrete sidewalks for egress from the building to the street.

1.5.4.6 Provide paving and grading to accommodate delivery, fire truck access, and forklift traffic.

Provide driveway curb cuts along Third Street.

1.5.4.7 Provide grading, bioretention areas, and piping for site and building drainage.

1.5.4.8 Provide new electrical utility service.

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1.5.4.9 Provide a new 12’x18’ trash enclosure with 8’-0” high black vinyl chain link fencing gates, and concrete slab-on-grade paving in the enclosure and extending 12 feet beyond the face of the gate. Design slab to accommodate the weight of a garbage truck. Provide a 6-inch-high raised curb from the parking lot and on three sides of the enclosure.

1.5.4.10 Provide new chain link fencing around the facility per LLNL standard fencing details (see sheets

S-901 through S-903 in attachment 14). Integrate the new fencing with the existing fencing to enjoin the facility area with the fenced area for building 142 to the west (see SK-2 in attachment 13) and demo the fence between (see SK-1 in attachment 13).

1.5.4.11 Provide the personnel booth canopy, slab and conduit for power and data (see attachment 14).

LLNL will provide the turnstile and booth.

1.5.5 Landscape Architecture

1.5.5.1 Provide the design and install planting and irrigation. Incorporate sustainable, drought tolerant, slow growing, and pest resistant plant species in the planting plan.

1.5.5.2 Cover exposed soil with 3-inch-thick mulch.

2 DESIGN

2.1 SCOPE OF DESIGN SERVICES

2.1.1 Pre-Design Services

Verify field conditions, by designers-of-record for each discipline performing design services for the project, during at least one site visit prior to the design phase.

2.1.1.1 Consult with LLNS to define and clarify LLNS’ requirements for the project, including design objectives and constraints, space, capacity and performance requirements, flexibility and expandability, budgetary limitations, and identify information, reports, facility plans, and site evaluations. If LLNS provides design intent or preliminary/conceptual design drawings with this

PRD, field-verify information contained in these drawings prior to using as a basis for design.

Confirm the changes prior to the first design development submission.

2.1.1.2 Review and validate site conditions, existing studies, surveys, analyses, and reports, and identify additional services and tests necessary to fully document the project. Review areas of work included in the subject project.

2.1.2 Field Engineering/Land Survey

2.1.3 Provide field engineering services to establish elevations, lines, and levels utilizing recognized engineering survey practices. Verify set-backs and easements; confirm drawing dimensions and elevations.

2.1.4 Submit a copy of the final site drawing signed and certified by the land surveyor indicating that the elevations and locations of the work are in conformance with the subcontract documents.

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2.1.5 Develop a complete design with comprehensive drawings, specifications, and other supporting documents necessary to construct the project features. Incorporate LLNS-furnished design criteria into the designs.

Align services and associated deliverables with the design phases described in the subparagraphs below.

Ensure deliverables for each phase achieve a level of completeness commensurate with the phase; LLNS retains the right to reject incomplete deliverables.

2.1.5.1 Schematic Design (SD) – 30% Design

Prepare and submit a preliminary evaluation of LLNS’s program, schedule, budget for the cost of the work, project site, the proposed procurement or delivery method, and other initial information to ascertain the requirements of the project. Notify LLNS of inconsistencies discovered in the information, and other information or consulting services that may be reasonably needed for the project.

Prepare and submit a basis-of-design (BOD) report, preliminary design illustrating the scale and relationship of the project components based on the agreed-upon project requirements, and an estimate for the cost of the work. Schematic design drawings must include, as appropriate for the project scope, a site plan, preliminary building plans, sections, and elevations. Obtain approval of the deliverables for this phase from LLNS before advancing to the next design phase.

2.1.5.2 Design Development (DD) – 60 % Design

Prepare drawings including plans, sections, elevations, typical construction details, and diagrammatic layouts of building systems to fix and describe the size and character of the project as to architectural, structural, mechanical, and electrical systems, and such other elements as may be included in the subcontractor’s services. The drawings must be graphically complete except for minor coordination.

Prepare outline specifications that identify major materials and systems and establish, in general, their quality levels. Prepare an updated Basis of Design report in the format provided in the attachments.

Update the estimate for the cost of the work.

In coordination with LLNS, develop, maintain, and update a construction work sequence plan addressing construction phasing approach; use of fast tracking to achieve best value for LLNS; schedules of award of lower-tier subcontract packages, including procurement cycles, submittal approvals, construction delivery, and testing/commissioning; potential labor and material shortages; and ordering of long-lead delivery materials.

2.1.5.3 Construction Documents (CD) – 95% Design

Complete drawings and specifications setting form in detail the quality levels of materials, systems, and other requirements for the construction of the project. Incorporate the design requirements of governmental authorities having jurisdiction over the project. Prepare an updated Basis of Design report in the format provided in the attachments. Update the estimate for the cost of the work.

2.1.5.4 Released for Construction (RFC) Documents

Submit released-for-construction documents.

Drawings must be digitally stamped and signed by the architect and engineers of record.

Specifications must be digitally stamped and signed.

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Calculations must be digitally stamped and signed.

2.1.6 Do not deviate from the design criteria established in the subcontract without written approval from

LLNS. Failure of LLNS to discover deviations from the design criteria does not relieve the subcontractor of the obligation to conform the design to the design criteria.

2.2 MEETINGS AND REVIEWS

2.2.1 LLNS will review progress of the Subcontractor design as indicated in this section. Coordinate the scheduling of meetings with LLNS, and provide meeting minutes, including responses to all LLNS review comments.

Meeting Meeting

Quantity Purpose/Summary/Location Timing

Assumed

Duration

Orientation 1

Acquaint the design team with the site, LLNL facilities, procedures, and counterpart personnel

As soon as practical after Subcontract award 3 hours

Progress 4

In-progress reviews at LLNL or via a web-conference service, such as WebEx, to resolve questions that require more than telephone communications.

TBD by LLNS or

Subcontractor 1 hour

Technical As needed Technical meetings with project engineers as needed to clarify project design.

TBD by LLNS or

Subcontractor 1 hour

Design

Review

Present milestone design phase submittals to

LLNS.

At completion of each design phase 2 hours

Schedule

Updates Monthly

Maintaining schedule accuracy, correcting logic, determining causes of delays.

Within 5 working days of the start of the calendar month.

3 hours

2.2.2 Meeting Agendas, Attendance, Minutes, and Correspondence

2.2.2.1 Prepare and distribute an agenda for each project meeting in advance of the meeting date.

2.2.2.2 Subcontractor representation at meetings must include those individuals having knowledge of the agenda topics, authority to make decisions, and commit resources.

2.2.2.3 Provide meeting minutes to meeting attendees. Identify new and unresolved old action items and associated responsible parties. Provide the meeting minutes within 5 calendar days after the meeting.

2.2.2.4 Reply to correspondence from LLNS within 5 calendar days.

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2.3 DESIGN QUALITY ASSURANCE

Design submissions require design review by LLNS, the Subcontractor, or both. LLNS will conduct reviews as outlined in the paragraphs below. In addition to the LLNS reviews, perform design quality assurance services during design.

2.3.1 Field Condition Verification

Re-verify field conditions, by designers-of-record for each discipline, during at least one follow-up site visit prior to submitting the 95% design documents for LLNS review.

2.3.2 LLNS Reviews

LLNS will perform reviews and provide thorough and detailed written review comments. The purpose is to ensure satisfaction of functional, aesthetic, and other project requirements, and to ensure the following:

2.3.2.1 The design is responsive to the LLNS program goals, objectives, and priorities

2.3.2.2 The new facility will permit efficient operation and maintenance.

2.3.2.3 The design adequately and efficiently accommodates the program (end user)

2.3.3 Codes and Standards Review

Thoroughly review applicable codes and standards and submit to LLNS for review and comment. Where differences exist between codes and standards, request direction from LLNS. The purpose is to ensure that the proposed design complies with applicable regulations, codes, and standards.

2.3.4 Constructability

Constructability of the project as designed is the sole responsibility of the Subcontractor. To ensure that the design is constructible within schedule and budget, assure LLNS of the following:

2.3.4.1 The level of design complexity is consistent with the project’s schedule and budget constraints

2.3.4.2 Materials, processes, equipment, and labor are appropriate and available

2.3.4.3 Required construction work conforms to standard construction practices, and equipment, products, materials, fixtures, and other necessary elements are readily available in the marketplace, to the maximum extent possible.

2.3.4.4 Building systems are compatible and viable

2.3.4.5 Drawings and specifications are complete and thoroughly coordinated among disciplines

2.3.4.6 Existing conditions are shown correctly and adequately

2.3.4.7 Construction details are appropriate, complete, thoroughly described, and workable

2.3.4.8 General requirements items are thorough and properly addressed

2.3.4.9 Construction documents and construction phasing provide for continuous use of building systems (e.g., phone, data, fire alarm, and security) during construction

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2.3.4.10 Construction duration, phasing, and subcontracting plans are reasonable and logical

2.3.5 Design Review Procedures

LLNS will provide design review comments to the subcontractor in writing. Coordinate design reviews and prepare design review reports that include written responses to each review comment provided by LLNS. Prior to final submission of construction documents, coordinate with LLNS to reconcile conflicting comments and consolidate reconciled design review comments into the final documents.

2.3.5.1 Require reviewing parties to return comments no later than 14 calendar days prior to the end of the corresponding review period. Allow for LLNL holidays and non-working days when scheduling design reviews.

2.3.5.2 Provide a written response to each written comment from LLNS. If subcontractor disagrees with one or more LLNS comments, discuss these comments with the LLNS STR during a project progress or technical meeting to obtain LLNS acceptance with the final resolution of each comment.

2.3.5.3 Complete the checklist in attachment 3 with each design submittal. LLNS reserves the right to reject a submittal if the checklist is incomplete.

2.3.5.4 Submit the design review report to LLNS within 10 calendar days after consolidation.

2.3.5.5 LLNS will approve or reject the design review report within 10 calendar days after receipt.

2.4 DOCUMENT PREPARATION AND CERTIFICATION

2.4.1 Adhere to the California Business and Professions Code, sections 5535 through 5538, and sections 6730 through 6749 for the preparation and certification of engineering and architectural drawings, calculations, specifications, and reports.

2.4.2 Architects, land surveyors, and engineers-of-record are required to have a current license in the State of

California.

2.4.3 In addition to the architect or engineer-of-record, an independent engineer or architect of the same discipline (may be of the same firm) is required to check and sign each document and drawing.

2.5 GOVERNMENT-FURNISHED ITEMS

The Government will provide the following materials to the Subcontractor after subcontract award to assist with the project design.

2.5.1 Local hazard assessment (SAHCL, Subcontractor Area Hazards Control List)

2.5.2 Third-party commissioning agent (CxA)

3 CONSTRUCTION

Perform work as defined by and in accordance with the drawings and specifications approved by LLNS, and the requirements of this PRD.

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3.1 SUBCONTRACTOR REQUIREMENTS

3.1.1 Conform to and comply with the codes, regulations, and standards identified in the Subcontract documents. In the event of a conflict between the requirements stated in the documents listed and requirements provided elsewhere in this PRD, bring the conflict to the attention of LLNS in writing.

3.1.2 Job Hazard Analysis (JHA)

3.1.2.1 Use the LLNS-furnished institutional JHA template when fulfilling the contractual JHA submittal requirements.

3.1.2.2 Use the pre-analyzed tasks (PATs) from the LLNL Project Management Office (PMO) generic

JHA as a starting point for the project-specific JHA, modifying PATS and creating custom tasks when necessary for the project.

3.1.3 Construction Observations

Designer-of-record field visits are required at least three times during construction and additionally at the request of LLNS to observe installation and verify conformance with the design.

3.1.4 Construction fence: Delineators and caution tape is no longer acceptable to designate construction areas.

Provide temporary hard barrier to designate construction area such as chain link fence panels, rigid construction fence, or similar. Provide wildlife exclusion fence where required during construction.

3.1.5 Work Release

Work is subject to daily release by LLNS. LLNS will coordinate work schedule and release with the facility based on the Subcontractor’s schedule.

3.1.6 Subcontractor Quality Plan

Subcontractor quality plan required by specification section 01 40 00 applies to the entire project. Prepare and submit a plan conforming with these specifications.

3.1.7 Hazardous Materials

Asbestos - None LLNS does not anticipate that existing materials associated with this work under this Subcontract contain asbestos. However, if workers encounter asbestos-containing materials (ACM), immediately stop work, notify the STR, and wait for further direction regarding resumption of work.

Lead - None LLNS does not anticipate that existing materials associated with this work under this Subcontract contain lead. However, if workers encounter lead-containing materials, immediately stop work, notify the STR, and wait for further direction regarding resumption of work.

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Soil and Debris Testing -

Complete

LLNS testing of material, soil, or both for contaminants is complete. LLNS has determined that materials are free of contamination. Refer to specification section 01 35 43 for additional instructions regarding these materials.

3.1.8 Wildlife Protection (check applicable)

☒ Training - Site 200 On-site Subcontractor personnel are required to complete LLNL training course EP0026, "Natural Resources Protection at the

Livermore Site" prior to performing work.

3.1.9 Coordination with Existing Operations

Arrange on-site work so that it will not interfere with normal LLNS business. To accomplish this may require weekend and off-hour work. Interference with normal business may take the form of dust, vibration, noise, or access.

Submit a Situational Impact Plan to address the following selected issues:

☒ dust ☒ access

☒ vibration ☐ odors

☒ noise ☐ other

☒ barricades (pedestrian control, traffic control, road closures, and access/egress)

3.1.10 Electrical Power (check applicable)

☐ Power is available in the building, or within 100 feet of the construction site, for Subcontractor tools and equipment. Electrical power is limited to 0 kVA maximum, 120/208 V, 3-phase, 4-wire, wye.

Provide temporary construction power if construction tools and equipment associated with the work are likely to exceed the available power.

☐ Power is available for 120 V equipment connected to general purpose receptacles.

☒ Provide temporary power, such as portable generators, for construction purposes. Use temporary portable generators in accordance with the local air quality management district (BAAQMD or

SJVAPCD as applicable) rules and regulations. Permits, use of registered inter-district equipment, or both may be required.

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3.1.11 Construction Water (check applicable)

☐ Construction water is available with proper connection to existing building hose bibbs.

☒ Construction water is available with proper connection to an LLNL fire hydrant. LLNS will provide adapters on water hydrants designated for Subcontractor use. Provide backflow preventer in accordance with LLNL standards. Do not remove the adapter installed on the fire hydrant.

☐ Provide construction water

3.1.12 Toilet Facilities (check applicable)

☐ Toilet facilities are available in building XXX near the construction site.

☒ Toilet facilities are not available. Provide and maintain portable chemical toilets for use at locations

LLNS has approved and remove them from the site upon completion of the subcontract.

3.1.13 Subcontract Close-Out

As required by specification section 01 77 00 “Project Close-Out,” prepare and submit close-out documents, perform final cleaning, and perform final adjustment of products and equipment. Provide spare parts and maintenance products, as follows:

Item Size Quantity

Attic stock of all dry good finishes (no paint or other liquid chemicals used in construction) n/a 2%

3.2 GOVERNMENT-FURNISHED ITEMS

3.2.1 The Government will furnish the following materials for Subcontractor use or installation. Unchecked items are not applicable or not furnished by the Government.

☒ Containers to receive hazardous waste generated by demolition, if needed

☐ Telephone system hardware

☐ Information systems cabling

☐ Medium-voltage power cable from high-voltage service point to transformer primary

☒ Security access keypad units

☒ Pedestrian doors, frames, and hardware

☒ Personnel booth and turnstile

☒ ‘Crash’ Gate exit device

☐ Wireless access equipment

☒ Microsoft Project schedule template

3.2.2 LLNS-furnished Services. LLNS will perform the following services directly related to the Subcontractor work. Unchecked items are not applicable or not performed by LLNS.

☒ Local hazard assessment (SAHCL) ☐ Third-party energy audit

☒ Security escort ☐ Key locksets and cores

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☒ Dispose of non-asbestos hazardous waste generated by the Subcontractor

☐ Remove security access locks, lock cores, and padlocks

☐ Dispose of asbestos hazardous waste generated by the Subcontractor

☐ Prepare asbestos-containing pipe for tie-in by the Subcontractor

☐ Design and install telephone systems ☒ Install personnel booth and turnstile

3.3 LLNS USE OF SUBCONTRACTOR EQUIPMENT

LLNS personnel may need to use Subcontractor equipment and scaffolding to perform concurrent work on this project, for inspection of Subcontractor work, or both. The following table lists items and use durations anticipated. Provide allowance in the construction schedule for LLNS use as indicated.

Item Description of Intended Use Duration

Scaffolding n/a n/a

Equipment n/a n/a

4 DELIVERABLES

Provide the design-phase deliverables described below. Un-checked deliverables are not required for this project.

Deliverable Timing

Schedule Within 2 weeks of Subcontract award

Basis-of-Design Report At completion of schematic design

Outline Specifications At each design development submittal

Drawings At completion of each design phase

Specifications At completion of construction documents phase

Calculations At completion of each design phase

☐ Finish Selection Boards At completion of each design phase

Code Analysis At completion of schematic design phase

BIM Model At completion of Release for Construction (RFC) design drawings.

4.1 BASIS OF DESIGN (BOD)

4.1.1 Prepare BOD using the template provided by LLNS (PMO.DE-TM-01, Basis-of-Design) to organize the report and define major project elements, systems, and subsystems.

4.1.2 Describe the nature of the project elements, including quality level, so that LLNS can evaluate whether the proposed design meets expectations and provide informed approval to proceed into the next design phase. Coordinate the BOD with the schematic design drawings. Other key information the report should address includes the following:

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4.1.2.1 Project criteria, goals (including LEED certifications), objectives, and programmatic information

4.1.2.2 Physical attributes of the project, product descriptions, and design criteria in broad terms

4.1.2.3 Design concepts and features. Describe design elements incorporated to satisfy functional, aesthetic, performance, and other programmatic criteria

4.1.2.4 Codes, standards, guidelines, and other documents applicable to the project

4.1.2.5 Basis, rationale, assumptions for calculations, decisions, schemes, systems, and assemblies selected to meet LLNS’s project requirements and to satisfy applicable regulatory requirements, standards, and guidelines

4.1.3 For subsequent design phases, document the reasoning, decisions, assumptions made, and update the

BOD report.

4.2 OUTLINE SPECIFICATIONS

4.2.1 Include information about manufacturers, materials, manufactured units, equipment, components, and accessories. Describe material mixes, fabrications, and finishes. Describe installation, erection, and application procedures.

4.2.2 Prepare outline specifications using CSI MasterFormat level two numbers and titles. The three-part section format is preferred, but it is not required for outline specifications.

4.3 DRAWINGS

4.3.1 Expected Design Drawings

Appendix B lists drawings, grouped by discipline, that LLNS believes may be necessary to adequately define the work scope and document the project for construction. Develop and maintain a list of drawings that correlates with the actual design, including drawings anticipated through completion of construction documents, and submit the list to LLNS for review and approval at each design meeting. Include review and discussion of the list on the meeting agenda.

4.3.1.1 Prepare drawings in accordance with the requirements in LLNL Facilities Drafting Standards

(attachment 1) and Best Practices for Preparing LLNL Specifications and Written Content on Drawings

(attachment 2).

4.4 BUILDING INFORMATION MODELING (BIM)

Provide BIM in Autodesk Revit 2019, and submit the following deliverables:

4.4.1 Typical dataset level-of-detail (LOD) of 300, as appropriate for the project scope and scale. Clearly define and convey the overall LOD to LLNS.

4.4.2 Project-Specific Native BIM Dataset (native file) that adheres to the following:

1 U.S. General Services Administration (GSA) LOD 300 – Precise Geometry, https://www.gsa.gov/real-estate/design-construction/3d4d-building-information-modeling/guidelines-for-bim-software/document-guides/level-of-detail

DocuSign Envelope ID: 13FB62E0-F9F7-40FC-841D-B0F278D31E0E https://www.gsa.gov/real-estate/design-construction/3d4d-building-information-modeling/guidelines-for-bim-software/document-guides/level-of-detail https://www.gsa.gov/real-estate/design-construction/3d4d-building-information-modeling/guidelines-for-bim-software/document-guides/level-of-detail

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4.4.2.1 Information specific to both the project and the building

4.4.2.2 Contain schedules, views, sheets, and details required for a complete design history of the project.

4.4.2.3 Cleaned of “working” views and sections

4.4.2.4 Suitable for another design or construction firm to review the project as history for new work.

4.4.2.5 Contain a start-up page with basic project summary and information specific to the use of the model

4.4.3 Core and shell master model (cleaned version of the master model), stripped of design and construction-specific information and containing only the information required for the ongoing maintenance and future renovations of the building.

4.4.4 Master coordination model used by the team during integration reviews. Submit Autodesk Navisworks

NWF, NWC, or NWD file. Submit final NavisWorks clash report confirming status of all items is resolved.

4.4.5 BIM support files

4.5 SPECIFICATIONS

Develop specifications to the level of design completion. Refer to specification section 01 33 00 “Submittals” and the following subparagraphs for specification requirements.

4.5.1 Use LLNL Facilities Master Specifications as the basis for the project specifications unless otherwise authorized by LLNS.

4.5.2 Whenever referring to codes or standards in the subcontract documents, use recognized industry documents. Do not use federal standards or military specifications unless their content is common knowledge.

4.5.3 Department of energy (DOE) procurement regulations require that reference(s) to a specific manufacturer, vendor, or product as a standard of quality must include a minimum of three independent manufacturers, or two manufacturers followed by “or equal.” Catalog numbers (when shown) apply to each supplier. If there is only one supplier, vendor, or manufacturer, include “or equal (no known equal).”

4.5.4 Refer to Best Practices for Preparing LLNL Specifications and Written Content on Drawings

(attachment 2) for additional requirements.

4.6 CALCULATIONS

Refer to specification section 01 33 00 “Submittals” for calculation preparation requirements. Required calculations include the following in addition to those specified elsewhere in this PRD.

4.6.1 HVAC loads (Trane TRACE 700 or equivalent)

4.6.2 Duct and pipe sizing.

4.6.3 Fan static pressure and pump head.

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4.6.4 Storm drain hydraulic and hydrology, including EISA 438 compliance.

4.6.5 Fire suppression system demands

4.7 SCHEDULE

Refer to specification section 01 32 00 “Project Schedule” for schedule requirements applicable to design-phase activities.

4.8 FINISH SELECTION BOARDS

4.8.1 Prepare finish selection boards to show finish samples for floors, walls, ceilings, trim, woodwork, millwork, doors, hardware, plumbing fixtures, and light fixtures. Provide multiple options of each finish for approval by LLNS. Clearly specify each finish on the board, including manufacturer, name, color, identification number, and proposed location.

4.8.2 Fully coordinate finish selections throughout the project, including coordination with finishes that may not be included under this Subcontract (i.e., furniture, and existing materials).

5 TECHNICAL REQUIREMENTS

5.1 LLNL FACILITIES STANDARDS

The LLNL facilities standards listed in appendix A and provided in attachment 4 include applicable requirements specific to

LLNL projects. Incorporate the requirements of the facilities standards into the construction documents.

5.2 GENERAL REQUIREMENTS

5.2.1 Do not attach mechanical, electrical, and plumbing components to seismic bracing members. This practice is prohibited at LLNL.

5.2.2 Do not remove TESA locks, lock cores, or padlocks. Contact the LLNS STR to coordinate removal of these items.

5.2.3 Equipment Submittals: For equipment weighing 2,000 lb. or more, including factory-installed accessories and other supplemental components, clearly indicate equipment center of gravity in the X, Y, and Z planes on equipment drawing. LLNS will reject equipment submittals lacking this information.

5.2.4 Work Area Constraints:

5.2.4.1 Site access and security during construction phase.

5.2.4.2 Lay-down & parking area during construction phase

5.3 DEMOLITION

See section in each discipline requirements.

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5.4 SURVEY

5.4.1 General

5.4.1.1 All surveys to be performed by, or under the supervision of, a professional land surveyor registered in the State of California.

5.4.1.2 Horizontal Datum must use the California Coordinate System of 1983 (CCS83), Zone 3, based on the North American Datum of 1983 (NAD83)

5.4.1.3 Vertical Datum is Local LLNS Vertical Control.

5.4.2 Scope

5.4.2.1 Verify existing conditions in the LLNS provided site survey. LLNS will provide coordinates for the monuments and control points identified in the existing conditions site survey. Report all discrepancies to LLNS for review.

5.4.2.2 Provide construction surveys to establish control stakes for key locations of the improvements including but not limited to structures, roads, utilities, grades, and neat lines.

5.4.2.3 Control points beyond those provided by LLNS site survey is the responsibility of the subcontractor.

5.4.2.4 Provide utility potholing to verify and document existing sub-grade utilities in LLNL-provided survey.

5.4.2.5 Record surveys of as-built conditions.

5.5 CIVIL

5.5.1 Scope

5.5.1.1 Provide civil/sitework design for Subpart 1.2 objective, above. Provide specifications details for excavation, trenching, backfill, and asphalt pavement replacement as per LLNS and standard engineering standards and CBC. Include storm water management design and applicable specifications and details. Construction Documents to include signage and striping design, site access, and horizontal and vertical control on all new work.

5.5.1.2 Provide pedestrian access from double door portal and turnstile to the ABA parking stall on north side of Third Street. This includes a relocated mid-block crossing, curb ramps, lighting, and the Van Accessible ABA parking stall necessary to allow employees parked there to access the double door portal/turnstile.

5.5.1.3 LLNS will provide a topographic survey in AutoCAD Civil 3D of existing site information for information only. This survey is for bidding and preliminary planning purposes. Sub-contractor must provide a final survey as noted above.

5.5.2 General Site Conditions

5.5.2.1 Protect-in-place existing above-ground utilities and enclosures.

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5.5.2.2 Maintain continuous access to adjacent facilities.

5.5.3 Demolition

5.5.3.1 Remove existing shrubs.

5.5.3.2 Cap and remove existing utilities as shown on the site development plan.

5.5.3.3 Protect-in-place existing fenced utility enclosure.

5.5.3.4 Coordinate the design and layout with all engineering disciplines to avoid conflicts with new and existing conditions and utilities.

5.5.3.5 Flexible pavement design must have minimum Traffic Indices (TI) per the California Highway

Design Manual method for a 20-year design life:

• TI=4.0 Parking Stalls

• TI=5.0 Drive Aisle

• TI=6.0 Loading Dock or Area / Site Entrance

5.5.4 Storm Water Management

5.5.4.1 The project footprint will exceed 5,000 sq-ft; Adhere to the Energy Independence and Security

Act (EISA) Section 438 for stormwater runoff. Storm drain sizing and design must comply with

LLNS Facilities Standard PEL-C-321010.

Utilize Option 1 or 2 as acceptable performance criteria as described in the EISA 438 technical guidance.

Do not allow standing water in bio-retention facility for more then 5-days per Alameda

County Abatement District.

Use local soil infiltration rates.

5.5.4.2 Comply with LLN Facilities Standard PEL-C-321010 storm drain sizing and design.

5.5.5 Site Grading

5.5.5.1 Site grading recommendations are provided for reference in the geotechnical investigation titled

Geotechnical Engineering Study.

5.5.5.2 The site grading plan must not adversely affect storm water drainage of the surrounding area.

Soil disturbance as a part of project must be directed to an appropriate discharge location.

5.5.5.3 Provide final recommendations via a geotechnical investigation signed and sealed by a registered geotechnical engineer in the State of California.

5.5.6 Design and Materials

5.5.6.1 ABA parking stall must be a minimum of 9'x18' with an 8'x18' pedestrian aisle.

5.5.6.2 See attachment Sheets SK-1 and SK-2, for Double Door Portal, Turnstile and Property Protected

Area (PPA) fence details and location. The subcontractor must install the concrete slab, Lawrence Livermore National Laboratory External Audience: Unlimited

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5.5.6.3 Fencing

Fencing must meet LLNL standard PEL-L-329010.

Provide a ‘crash gate’ for pedestrian emergency egress as shown on plan. Gate must have a 2” conduit feed for communications, from the portal noted above to the mid-point strike-side of gate; the conduit must run underground except where stubbed up for gate and at portal. Wiring and exit device hardware are provided by LLNL. The subcontractor must provide the gate and hardware except as noted.

Installation Scheduling: Existing fencing and related portal and turnstile must remain in place until the project is substantially complete. New fencing and portal must be operational before the existing fence is removed. Coordinate with Subcontract

Technical Representative.

5.5.6.4 Hot mix asphalt: must be Type A, medium grading asphalt concrete with PG64-10 asphalt binder. 1/2" max for surface course and ¾” base course. Asphalt Concrete must be in conformance with section 39 of the Caltrans standard specifications.

5.5.6.5 Traffic Paint: Must be waterborne per Caltrans standard specification table 84.3. Paint to be applied in two coats at a rate of 215 sq-ft per gallon per coat. Paint will be reflective will glass beads broadcast at a rate of 5 lbs./gallon. Paint must be VOC compliant with SJVAPCD regulations.

5.5.6.6 Aggregate Base: Class 2 per Caltrans standard specifications section 26.

5.5.6.7 Site Concrete: Concrete must be steel reinforced and have a minimum compressive strength of

2,500 psi.

5.5.6.8 Storm Drainpipe: Must be type S high density polyethylene pipe with a corrugated exterior and a smooth walled interior. Advanced drainage systems N-12 HDPE pipe or equivalent.

5.5.6.9 Domestic Cold-Water Pipe and Fittings Materials: Must be per LLNS Facilities Standard PEL-

M-330020 and LLNL Facilities Specification Section 331100. City Water Pipe and Fittings

Materials: Must be per LLNS Facilities Standard PEL-M-330020 and LLNL Facilities

Specification section 331100.

5.5.7 References: Civil design must be in accordance with applicable codes and standards listed in Part 1 of these criteria.

5.5.8 Submittals: As a minimum, submit for review all products, materials, and mixes proposed for use.

5.6 LANDSCAPE

5.6.1 Landscaping within twenty feet of the secondary fence line must consist of river rocks, cobble-sized, over landscape fabric, except at bio-retention area.

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5.6.2 Bio-retention area and round planter at the west end of the pedestrian walkway must have landscaping, including irrigation, in the area identified on the Schematic Site Design and in conformance with PEL-L-

329010, Landscaping, and Guiding Principles. No shrubs in the bio-retention area are to be planted within 10 feet of the fence line. Plants located in the bio-retention area must have a mature size of 24” high maximum. Plants may not have climbable trunks.

5.6.3 Incorporate sustainable, drought tolerant, slow growing and pest resistant plant species in the planting plan.

5.6.4 Cover exposed soil with 3-inch-thick mulch.

5.7 STRUCTURAL

5.7.1 Design buildings, nonbuilding structures and nonstructural components in accordance with the 2019

California Building Code (CBC) and ASCE 7-16.

5.7.1.1 Design lateral bracing and anchorage of nonstructural components per the CBC, section 1609 and 1613.

5.7.1.2 Design lateral bracing and anchorage of nonbuilding structures per the CBC, section 1609 and

1613, and ASCE 7 chapter 15.

5.7.2 Prepare a complete design that includes calculations and construction documents prepared and sealed by a civil or structural engineer currently registered in the State of California. Do not submit generic designs.

Referring to industry standard documents is not equivalent to a design.

5.7.3 Deferral of design work must be approved by LLNS in writing. The engineer-of-record is responsible for providing performance specifications and loading criteria for deferred submittals. The engineer-of-record is responsible for verifying deferred components are properly coordinated and design by appropriately licensed design professionals. Design elements that may be deferred are limited to the following:

5.7.3.1 Elevator guide rails and support brackets

5.7.3.2 Exterior walls systems, such as precast concrete and glass fiber reinforced concrete

5.7.3.3 Pre-engineered trusses and open web steel joists

5.7.3.4 Fire sprinkler system

5.7.3.5 Precast concrete vault

5.7.4 Building Code Design Parameters

5.7.4.1 ASCE 7 Risk Category: II

5.7.4.2 Floor Live Load: 150 PSF

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5.7.4.3 Roof Live Load: 20 PSF reducible per code

5.7.4.4 Engineer-of-Record must confirm that the loads meet the requirement of the local building department.

5.7.4.5 LLNS requires a geotechnical investigation for structures assigned to seismic design category C, D, E, or F in accordance with CBC, section 1803. Prepare and submit a complete statement-of-work document defining geotechnical and geophysical scope, services, and requirements necessary to complete the design. LLNS will procure the services of a geotechnical engineer or seismologist based on the submitted statement of work. Request a document template from LLNS after subcontract award.

5.7.5 Nonstructural components include, but are not limited to, mechanical, electrical, wet, and dry plumbing, fire sprinkler systems, telecommunication, alarm, and other system equipment; ducts, pipes, conduits, cable trays, raceways, and other service utilities; and the supports and bracing used to permanently attach them to the building or nonbuilding structure. Use the following seismic coefficients for items not listed in ASCE 7, table 13.5-1 or table 13.6-1:

• Component • ap • Rp

• Fume Hoods • 1.0 • 2.5

• Bio Safety Cabinets • 1.0 • 2.5

• Hazardous material storage cabinets and sheds • 1.0 • 2.5

• Access (raised) computer floor • 1.0 • 2.5

• Equipment supported on access (raised) floor • 2.5 • 2.5

• Suspended utilities • 2.5 • 2.5

• Wall-mounted utilities • 1.0 • 2.5

• AHU (air handling unit) • 2.5 • 6.0

5.7.6 Obtain the services of a civil or structural engineer…