RFP 378084RLP.A.pdf

PDF 17 MB Posted Mar 19, 2026

Attached to: Cryostat Fall Protection
Solicitation number: RFP_378084RLPA
Issued by: Department of Energy Fermi National Accelerator Laboratory

About this file

Written by GovTribe AI · Mar 19, 2026

This is a Request for Proposal (RFP) from Fermi National Accelerator Laboratory (Fermilab) for the fabrication and delivery of fall protection materials, structures, and hardware for the Long-Baseline Neutrino Facility (LBNF) / Deep Underground Neutrino Experiment (DUNE) cryostat. The solicitation, numbered RFP 378084RLP.A, was issued on March 18, 2026, with proposals due by 5:00 PM CDT on April 3, 2026. Fermi Forward Discovery Group, LLC (FFDG) manages the procurement on behalf of the U.S. Department of Energy Office of Science under prime contract DE-AC02-07CH11359. The work is firm-fixed price with Net 30 payment terms and FOB Fermilab delivery. All freight charges must be included in quotations. The project involves procuring and fabricating 52 vertical fall arrest ladder assemblies (sizes S, M, L), 18 horizontal cable guardrail assemblies (short and long configurations), 12 corner guardrail assemblies (left and right), and 133 fiberglass grating panels in various sizes, with delivery to Dakota Warehouse in Rapid City, South Dakota.

The subcontractor must procure materials, perform fabrication, assembly, testing, packaging, and delivery of complete systems compliant with OSHA standards for fall protection (29 CFR 1910 Subparts D and I) and all specifications detailed in drawing CRYOSTAT-FALL-PROTECTION-revC-260316.pdf. Pre-award submittals must include documentation of any proposed exceptions or modifications to specifications, a detailed material procurement and fabrication schedule, relevant project experience (particularly in underground or large-scale industrial settings), a comprehensive Quality Control/Quality Assurance plan, proposed packaging and shipping procedures with secured restraints, and pricing for the entire system. Post-award requirements include attending a remote kickoff meeting, providing detailed material specifications and construction drawings for FFDG review prior to fabrication, submitting progress updates per schedule milestones, and delivering finished material submittals including certificates of conformance, inspection reports with as-built drawings and test results, and welding qualifications if applicable. Award will be made to the responsible supplier whose proposal conforms to requirements and represents best value, determined by lowest price among technically acceptable offerors. FFDG intends to award without discussions. Contractors must submit completed RFP page, SARC (Rev. 7), and PUR-466 (Rev. 5 Dated 10/14/2025) forms with their proposals.

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File	Type	Posted
SARC_Subcontractor Annual RepsCerts Rev 7.pdf	PDF	Mar 19, 2026
PUR-466_Proposal Certifications_r5_10.14.25.pdf	PDF	Mar 19, 2026
FFDG General Terms and Conditions for Commercial Products and Commercial Services (08.2025).pdf	PDF	Mar 19, 2026

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Fermi National Accelerator Laboratory Procurement Department

Finance Section 630-840-2454 rhiannon@fnal.gov

Date:

Request for Proposal #:

Proposals Due:

REQUEST FOR PROPOSAL - THIS IS NOT A PURCHASE ORDER

Fermi Forward Discovery Group, LLC (FFDG) anticipates procurement of the following assemblies for Fermi National Accelerator Laboratory (Fermilab). Fermilab Requests your firm-fixed price proposal for the following:

Pg. 1 of 2

ITEM QTY. UNIT PRICE LEAD TIME

Total Extended Proposal Price:

Company Name:

Address:

Terms: Net 30 FOB: Fermilab Signature & Date: Rhiannon Patterson - Procurement Specialist III

Fabrication and delivery of fall protection material, structure, and hardware according to document: " Cryostat Fall Protection Procurement Specification" beginning on page three (3) of this request for proposal document.

1 1 $

Exceptions to specifications and extra charges for containers, tooling, etc. must be clearly indicated

MATERIALS, SUPPLIES OR SERVICES RESULTING FROM

THIS QUOTE ARE FOR WORK DONE UNDER PRIME

CONTRACT NO. DE AC02 07CH11359 WITH THE UNITED

STATES DEPARTMENT OF ENERGY. ANY ITEMS COVERED

BY G.S.A. CONTRACTS SHOULD BE SO INDICATED.

Please quote only domestic material.

*Note the drawing has been updated as of 3/16/26.

REQUEST FOR PROPOSAL

March 18, 2026

RFP 378084RLP.A

April 3, 2026

DESCRIPTION

RFP # 378084RLP Pg. 2 of 2

The unit(s) will ship to:

Dakota Warehouse Care Of: Fermilab 1313 E. Saint Patrick St.

Rapid City, SD 57701 United States

Basis for Subcontract Award

FFDG General Terms and Conditions for Commercial Products and Commercial Services (08.2025)

Offers to include F.O.B. Fermilab delivery terms. All freight charges must be included in your quotation.

The following Representations must be completed and returned with your proposal:

SARC - Subcontractor Annual Reps & Certs (Rev. 7) PUR-466 - Proposal Certifications ( Rev. 5 Dated 10/14/2025)

Proposals shall be submitted by 5pm CDT on April 3, 2026.

All contractual questions shall be directed to:

Rhiannon Patterson

Procurement Specialist III rhiannon@fnal.gov

605-431-2905 https://procurement.fnal.gov/terms-conditions/

The RFP response shall include a completed RFP page, SARC Form, and a PUR-466 Form.

This is a best value source selection. Award shall be made to the supplier who is deemed responsible by FFDG, whose proposal conforms to the solicitation’s requirements, and is judged to represent best value to FFDG. The best value is represented by the lowest price of technically acceptable offerors. FFDG intends to award without discussions.

The following terms and conditions shall become a part of any subsequent purchase order/subcontract resulting from this solicitation.

The above referenced terms and conditions are available on the Fermilab Business Services Web Site. They are PDF Format (hard copy forms are available upon request) and can be accessed at the following URL:

Fermi National Accelerator Laboratory / Kirk and Pine Street / P.O. Box 500 / Batavia, IL 60510 / www.fnal.gov / fermilab@fnal.gov Managed by Fermi Forward Discovery Group, LLC for the U.S. Department of Energy Office of Science https://procurement.fnal.gov/terms-conditions/ https://procurement.fnal.gov/terms-conditions/ https://procurement.fnal.gov/terms-conditions/ https://procurement.fnal.gov/terms-conditions/ mailto:rhiannon@fnal.gov https://procurement.fnal.gov/terms-conditions/

Long-Baseline Neutrino Facility (LBNF) / Deep Underground Neutrino Experiment (DUNE) - US

Cryostat Fall Protection Procurement Specification

Document Number:

Cryostat Fall Protection Procurement Specification

Long-Baseline Neutrino Facility (LBNF) / Deep Underground Neutrino Experiment (DUNE) - US Page ii

Document Approvals

Signatures Required Signature & Date Approved

Originator: Justin Freitag

Approver: (FFDG Procurement)

Approver: (QA)

Approver: (ESH)

Approver: (Project/Other)

Approver:

Long-Baseline Neutrino Facility (LBNF) / Deep Underground Neutrino Experiment (DUNE) - US Page iii

Revision History

This document can be identified by the revision date as indicated in the Version Control Table below.

Author Revision Date Description of Changes

Justin Freitag Oct. 3, 2024 Document created

Justin Freitag Nov. 13, 2025 Formatting updates

Justin Freitag Jan. 23, 2026 BOM update

Justin Freitag Mar. 16, 2026 BOM/drawing update

Long-Baseline Neutrino Facility (LBNF) / Deep Underground Neutrino Experiment (DUNE) - US Page iv

Table of Contents

Document Approvals .................................................................................................................................... ii

Revision History ........................................................................................................................................... iii

List of Figures ............................................................................................................................................... iv

List of Tables ................................................................................................................................................ iv

Acronyms and Abbreviations ........................................................................................................................ v

1 Introduction ....................................................................................................................................... 1-1

2 Fall Protection Component Description ............................................................................................. 2-1

3 Scope of Work .................................................................................................................................... 3-3

4 Pre-Award Submittals ........................................................................................................................ 4-5

5 Post-Award Documentation .............................................................................................................. 5-5

6 Finished Material Submittals ............................................................................................................. 6-6

7 Quality ................................................................................................................................................ 7-6

7.1 Requirements ........................................................................................................................... 7-6

7.1.1 Test Requirements ............................................................................................................... 7-7

7.1.2 Source Inspections ............................................................................................................... 7-7

7.1.3 Control of Nonconformances ............................................................................................... 7-8

List of Figures

Figure 1-1 LBNF/DUNE-US Schematic ........................................................................................................ 1-1 Figure 2 Vertical fall arrest/horizontal cable guardrail scope .................................................................... 2-2 Figure 3 Corner guardrail system ............................................................................................................... 2-3

List of Tables

Table 3-1 Fall protection system drawings ................................................................................................ 3-4 Table 3-2 General requirements ................................................................................................................ 3-4

Long-Baseline Neutrino Facility (LBNF) / Deep Underground Neutrino Experiment (DUNE) - US Page v

Acronyms and Abbreviations

Acronym Definition

APA Anode Plane Assembly

PD Photon Detector

SURF Sanford Underground Research Facility

FFDG Fermi Forward Discovery Group

FNAL Fermi National Accelerator Laboratory

LBNF Long Baseline Neutrino Facility

FDC Far Detector, Cryogenics

DUNE Deep Underground Neutrino Experiment

I&I Installation and Integration

SDWF South Dakota Warehouse Facility

EDMS Engineering Data Management Service

FEA Finite Element Analysis

FEM Finite Element Model

QC Quality Control

FESHM Fermilab Environment, Safety and Health Manual

BOM Bill of Materials

Customer FFDG, Fermilab, FNAL

VD Vertical Drift

HD Horizontal Drift

Long-Baseline Neutrino Facility (LBNF) / Deep Underground Neutrino Experiment (DUNE) - US Page 2-1

1 Introduction Under contract to the U.S. Department of Energy (DOE), the Fermi Forward Discovery Group, LLC (FFDG), is leading the Long-Baseline Neutrino Facility (LBNF) Project to enable a world-class program in neutrino physics. Specifically, the LBNF Project (https://lbnf-dune.fnal.gov) provides the infrastructure for the Deep Underground Neutrino Experiment (DUNE), which will consist of two large liquid argon-based neutrino detectors located nearly a mile underground at the Sanford Underground Research Facility (SURF) in Lead, SD. See Figure 1, LBNF/DUNE-US Schematic

The Far Detector & Cryogenics (FDC) subproject of LBNF/DUNE-US installs the cryostats, detectors, cryogenics and supporting infrastructure at the SURF laboratory.

Figure 1-1 LBNF/DUNE-US Schematic

2 Fall Protection Component Description Fall protection is required to access the exterior of the cryostat structure. The structural connections to the cryostat are limited and specific, therefore clamping mechanisms have been conceptualized by FFDG to guide the design of the system. The fall protection system consists of (3) main subassemblies, namely a ladder-mounted vertical fall arrest system, a steel cable guardrail system, and a corner guardrail system.

No system can be bolted or welded directly to the main cryostat structure; therefore, structural clamps shall be used to mount the subassemblies to the structure. All required loads shall conform to OSHA standards for fall protection. Reference drawings shall be provided by FFDG. The figures shown below give a brief overview of the requested system and are for reference.

https://lbnf-dune.fnal.gov/

Long-Baseline Neutrino Facility (LBNF) / Deep Underground Neutrino Experiment (DUNE) - US Page 2-2

Figure 2 Vertical fall arrest/horizontal cable guardrail scope

Long-Baseline Neutrino Facility (LBNF) / Deep Underground Neutrino Experiment (DUNE) - US Page 3-3

Figure 3 Corner guardrail system

3 Scope of Work The subcontractor shall procure all materials, fabricate, assemble, test, package, and deliver the complete products as referenced in Figure 2 and Figure 3. FFDG will provide the subcontractor with reference drawings and boundary condition requirements.

The main contractual detailed drawing number that contains this assembly is “CRYOSTAT-FALL- PROTECTION-revC-260316.pdf” and is also listed in Table 3-1 Fall protection system drawing. The drawing contains the relevant components that make up this system with their material and quantities specified.

Long-Baseline Neutrino Facility (LBNF) / Deep Underground Neutrino Experiment (DUNE) - US Page 3-4

Table 3-1 Fall protection system drawings

Assembly Name Drawing Number Quantity

CABLE GUARDRAIL ASSEMBLY –

SHORT

FDC-0000765 6

LADDER ASSEMBLY – L FDC-0000766 13

LADDER ASSEMBLY – S FDC-0000768 13

CORNER GUARDRAIL ASSEMBLY

– L

FDC-0000769 6

CORNER GUARDRAIL ASSEMBLY

– R

FDC-0000770 6

CABLE GUARDRAIL ASSEMBLY –

LONG

FDC-0000771 12

LADDER ASSEMBLY – M FDC-0000772 26

FIBERGLASS GRATING – 38.5x40 FDC-0000778 80

FIBERGLASS GRATING – 30x37 FDC-0000835 11

FIBERGLASS GRATING – 30x40 FDC-0000827 28

FIBERGLASS GRATING – 37x38.5 FDC-0000829 14

Table 3-2 General requirements

Specification Value Comments

29 CFR 1910 Subpart D Walking-Working Surfaces

29 CFR 1910 Subpart I Personal Protection Equipment

The subcontractor shall:

• Procure and/or fabricate the materials to realize (52) vertical fall arrest assemblies (Ladder assemblies S, M, L).

• Procure and/or fabricate the materials to realize (18) horizontal cable guardrail assemblies (short, long).

• Procure and/or fabricate the materials to realize (12) corner guardrail assemblies (L, R)

• Procure and/or fabricate the materials to realize (133) fiberglass grating assemblies (varying sizes per drawing)

• Verify components and assemblies conform to specifications, including the following code(s) outlined in:

− OSHA, as outlined in Table 3-2 General requirements

Long-Baseline Neutrino Facility (LBNF) / Deep Underground Neutrino Experiment (DUNE) - US Page 5-5

• Provide required documentation in a timely manner, and with sufficient advance time to allow for feedback from FFDG.

Each sub-component of the system shall be packaged, which can be shipped/handled/delivered to the final position and fit within the envelopes as described in APP A-Ross_Load_Envelopes_v5.

• All components must be packaged to ensure materials will conform to specifications upon shipment and delivery.

• Assemblies must be firmly secured during shipment such that no damage occurs during transit and delivery.

• The Subcontractor shall notify the FFDG FDC Technical Representative two weeks in advance of material shipment, so the logistics for underground movement may be coordinated.

• South Dakota shipping address:

− Dakota Warehouse − 1313 E. Saint Patrick St.

− Rapid City, SD 57701

4 Pre-Award Submittals The following information is requested with the quotation, and this information will be used in evaluating the proposal from each offeror.

• Documentation detailing any proposed exceptions or modifications to the specifications and drawings provided by FFDG.

• Offeror’s proposed material procurement, fabrication, testing, and delivery schedule including schedule milestones.

• Offeror’s list of experiences with other projects like this project.

− Specific experience working in an underground mine or other large-scale industrial settings should be explicitly cited.

• Offeror’s proposed QC/QA plan for the fall protection system. The techniques to be employed to verify that the product will satisfy requirements and specifications should be explicitly identified.

− Offeror’s proposed plan for packaging, shipping, and handling of the system including appropriate secured clamps/straps/fixtures to prevent unintended motion and damage during transport.

• Offeror’s quotes for the entire system

5 Post-Award Documentation

• Attend a remote conference kickoff meeting, to discuss project requirements, technical requirements, review schedule for deliverables.

Long-Baseline Neutrino Facility (LBNF) / Deep Underground Neutrino Experiment (DUNE) - US Page 7-6

• Subcontractor shall provide material specifications and construction drawings for review prior to start of fabrication/procurement. The subcontractor provided drawings shall be the same or like the FFDG detailed drawings they receive with all relevant dimensions specified. Any modification(s) or inconsistencies thereof MUST be communicated to FFDG for review, resolution, and approval prior to fabrication/procurement.

− Note that products shall conform to all dimensions, form, fit, and tolerances specified in the FFDG contractual detailed drawings.

• Subcontractor shall provide timely updates on status of design, material procurements, fabrication, and delivery schedule, per milestones specified in the pre-award submittal.

• Complete fabrication/procurement of materials required in the system.

6 Finished Material Submittals Subcontractor shall provide documentation certifying that the material is as specified. The subcontractor shall provide documentation on each component as follows:

• Material Certificate of Conformance.

• Written inspection reports including as-built drawings and results of tests including verification of dimensional tolerances per the Quality Control / Quality Assurance Plan cited in the Pre- Award Submittal.

• If applicable, welders shall be AWS certified with documentation sent to FFDG. Welding procedure qualifications, NDT test results and weld material certifications are to be provided to FFDG.

7 Quality The fall protection system will be delivered in multiple pieces that will be transported underground. Final assembly will be done at the 4850/4910 levels by the FFDG.

7.1 Requirements

The Subcontractor is responsible for all activities necessary to manage, control, and document work to ensure compliance with the Subcontract documents. The Subcontractor’s responsibility includes ensuring adequate Quality Control services are provided for work accomplished on- and off-site by their organization, suppliers, sub-tier subcontractors, technical laboratories, and consultants.

The work activities include submittal management, testing and inspection, and all other functions relating to the requirement for quality manufacturing. The Subcontractor shall implement a Quality Control program and designate a quality responsible person(s) to achieve these goals.

Long-Baseline Neutrino Facility (LBNF) / Deep Underground Neutrino Experiment (DUNE) - US Page 7-7

Subcontractors shall maintain an adequate inspection system and perform such inspections as will ensure that the work called for by the subcontract conforms to contract requirements. The Subcontractors shall maintain complete inspection records and make them available to the LBNF/DUNE Project for review.

The Subcontractor will be required to submit its Company Quality Assurance Program with its proposal.

The Subcontractor’s quality program shall meet an applicable nationally recognized standard such as ISO 9001, ASME, etc. The Subcontractor’s welding program shall meet applicable nationally recognized such as ASME, AWS, etc. utilizing qualified welders, Weld Procedure Specifications and Weld Qualification Records.

The shipping/packaging plan will be submitted with the proposal to verify that the packaging will facilitate transport down the shaft. This primarily is a verification that any cross bracing for stability will not exceed the envelope required to fit in the shaft and that the lifting points are free.

7.1.1 Test Requirements

Tests shall be identified as individual activities in the specifications. FFDG shall identify critical tests that must be included as schedule activities. Subcontractors are required to perform any sampling and testing required under the Subcontract.

When reporting on test results, the Subcontractor must cite applicable Subcontract requirements, tests and the analytical procedures used. Actual results must be provided and include a statement that the item tested or analyzed conforms or fails to conform to specified requirement(s). Subcontractor must notify the LBNF/DUNE Project immediately if the item fails to conform. An authorized Subcontractor representative shall certify test results by signing the test report.

7.1.2 Source Inspections

FFDG will perform interim inspections as part of its source surveillance efforts. As applicable, a list of non-conformances may be developed because of this inspection. Each deficiency noted as non-conformances shall reference the applicable specification paragraph, Drawing No., etc., from which the deficiency stems.

Any items noted deficient during the inspections shall be corrected in timely manner and shall be accomplished within the time slated for completion of the entire work, or any increment thereof if the project is divided into increments by separate completion dates. The QC Manager shall ensure that all items on this list are corrected prior to notifying the LBNF/DUNE Project that a "Final" inspection can be scheduled.

A Final inspection will be formally scheduled. The QA Manager, other primary Subcontractor management personnel, and Customer Project representatives will attend this inspection.

At least 14 days prior to the final inspection, notice shall be given to Customer Procurement stating that all items previously identified to the Subcontractor as being unacceptable, along with all the remaining

Long-Baseline Neutrino Facility (LBNF) / Deep Underground Neutrino Experiment (DUNE) - US Page 7-8 work performed under the contract, will be complete and acceptable by the date of the final acceptance inspection.

7.1.3 Control of Nonconformances

The primary focus of the QC System is prevention. When this fails and nonconformances is encountered, the Subcontractor shall identify, document, and correct the nonconformance. In a case where the Subcontractor is not effective and/or an unacceptable number of nonconformance issues are identified, FFDG will take actions in accordance with the Quality Improvement section of the LBNF/DUNE QA Plan.

The subcontractor shall maintain a procedure for controlling, tracking, and reporting deficiencies, nonconforming items from identification through acceptable corrective action. The procedure shall establish measures to identify, segregate (when possible), and remove from work operation the nonconforming items to prevent inadvertent use/incorporation into the subcontract, identify root cause and provide documented verification that the identified deficiencies have been corrected and approved by Customer if required (For dispositions of Use As Is or Repair). These dispositions mean the item can be used even though not in compliance with the specification, but its form fit or function has not been affected.

End of document

PARTS LIST

DESCRIPTIONPART NUMBERQTYITEM

CABLE GUARDRAIL ASSEMBLY - SHORTFDC-000076561

LADDER ASSEMBLY - LFDC-0000766132

LADDER ASSEMBLY - SFDC-0000768133

CORNER GUARDRAIL ASSEMBLY - LFDC-000076964

CORNER GUARDRAIL ASSEMBLY - RFDC-000077065

CABLE GUARDRAIL ASSEMBLY - LONGFDC-0000771126

LADDER ASSEMBLY - MFDC-0000772267

FIBERGLASS GRATING - 38.5x40FDC-0000778808

FIBERGLASS GRATING - 30x37FDC-0000835119

FIBERGLASS GRATING - 30x40FDC-00008272810

FIBERGLASS GRATING - 37x38.5FDC-00008291411

A A

B B

C C

D D

N/A

CRYOSTAT-FALL-PROTECTION

1/26

C Cryostat Fall Protection.iam

Q.A.

MFG

ENGR MGR

APPROVED

CHECKED

10/14/2024JFDRAWN

Autodesk Inventor

THIRD ANGLE

PROJECTION

FINISH

BREAK EDGES & SHARP CORNERS

0.005" MIN. TO

0.015" MAX.

REV.

SIZE:

ESH&Q

RISK LEVEL

DRAWING

PART

NUMBER:

SCALE:

SHEET:

MODEL

NAME:

WGT:

lbs.

ASSEMBLY:

DESCRIPTION:

WBS#

TOP

ASSEMBLY:

DIMENSIONING AND TOLERANCING IN

ACCORDANCE WITH ASME Y14.5-2018

UNLESS OTHERWISE SPECIFIED:

DIMENSIONS ARE IN INCHES.

DIMENSIONS IN BRACKETS [X.X] ARE IN

MM AND ARE FOR REFERENCE ONLY

.X ` .030"

.XX ` .015"

.XXX ` .005"

ANGULAR `.5~

UNLESS OTHERWISE SPECIFIED

DIMENSIONAL TOLERANCES

FRACTIONS `1/16"

1 / 100

DETAIL A

SCALE 1/4

DETAIL B

SCALE 1/4

DETAIL C

SCALE 1/4

PARTS LIST

DESCRIPTIONPART NUMBERQTYITEM

LADDER - L11

LADDER BOLT ASSEMBLY42

LADDER MOUNTING STRUCTURE - 30MM13

VERTICAL FALL ARREST - L15

LADDER MOUNTING STRUCTURE - 40MM14

A A

B B

C C

D D

LADDER ASSEMBLY - L

N/A

FDC-0000766

2/26

FDC-0000766.iam

Q.A.

MFG

ENGR MGR

APPROVED

CHECKED

10/14/2024JFDRAWN

Autodesk Inventor

THIRD ANGLE

PROJECTION

FINISH

BREAK EDGES & SHARP CORNERS

0.005" MIN. TO

0.015" MAX.

REV.

SIZE:

ESH&Q

RISK LEVEL

DRAWING

PART

NUMBER:

SCALE:

SHEET:

MODEL

NAME:

WGT:

lbs.

ASSEMBLY:

DESCRIPTION:

WBS#

TOP

ASSEMBLY:

DIMENSIONING AND TOLERANCING IN

ACCORDANCE WITH ASME Y14.5-2018

UNLESS OTHERWISE SPECIFIED:

DIMENSIONS ARE IN INCHES.

DIMENSIONS IN BRACKETS [X.X] ARE IN

MM AND ARE FOR REFERENCE ONLY

.X ` .030"

.XX ` .015"

.XXX ` .005"

ANGULAR `.5~

UNLESS OTHERWISE SPECIFIED

DIMENSIONAL TOLERANCES

FRACTIONS `1/16"

0.06 in

[1187 mm]

21 in

[533.4 mm] in

[4647 mm] in

[30 mm] in

[40 mm] in

[1308.1 mm] in

[108.8 mm]

12 in

[304.8 mm]

±2" in

[696.1 mm] in

[4647 mm] in

[803.7 mm] in

[60.6 mm] in

[40 mm]

2 in

[50.8 mm]

6 in

[152.4 mm] in

[54.9 mm] in

[30 mm] in

[60.6 mm]

INTERFACE TO EXISTING STRUCTURE

REVISION HISTORY

ZONE REV DESCRIPTION DATE APPROVED

3/5/26

VERTICAL FALL ARREST SYSTEM

SHOWN FOR REFERENCE ONLY,

FINAL SYSTEM TO BE

DETERMINED BY VENDOR

INTERFACE TO EXISTING STRUCTURE

242 in

[6146.8 mm]

DETAIL D

DETAIL E

SCALE 1/4

PARTS LIST

DESCRIPTIONPART NUMBERQTYITEM

LADDER - M11

LADDER MOUNTING STRUCTURE - 30MM22

LADDER BOLT ASSEMBLY43

VERTICAL FALL ARREST - M14

A A

B B

C C

D D

LADDER ASSEMBLY - M

N/A

FDC-0000772

3/26

FDC-0000772.iam

Q.A.

MFG

ENGR MGR

APPROVED

CHECKED

10/14/2024JFDRAWN

Autodesk Inventor

THIRD ANGLE

PROJECTION

FINISH

BREAK EDGES & SHARP CORNERS

0.005" MIN. TO

0.015" MAX.

REV.

SIZE:

ESH&Q

RISK LEVEL

DRAWING

PART

NUMBER:

SCALE:

SHEET:

MODEL

NAME:

WGT:

lbs.

ASSEMBLY:

DESCRIPTION:

WBS#

TOP

ASSEMBLY:

DIMENSIONING AND TOLERANCING IN

ACCORDANCE WITH ASME Y14.5-2018

UNLESS OTHERWISE SPECIFIED:

DIMENSIONS ARE IN INCHES.

DIMENSIONS IN BRACKETS [X.X] ARE IN

MM AND ARE FOR REFERENCE ONLY

.X ` .030"

.XX ` .015"

.XXX ` .005"

ANGULAR `.5~

UNLESS OTHERWISE SPECIFIED

DIMENSIONAL TOLERANCES

FRACTIONS `1/16"

.06 in

[1308.1 mm] in

[1187 mm] in

[30 mm] in

[4000 mm]

12 in

[304.8 mm]

±2"

21 in

[533.4 mm] in

[801.9 mm] in

[4000 mm] in

[367.7 mm] in

[108.8 mm]

6 in

[152.4 mm] in

[54.9 mm]

2 in

[50.8 mm]

INTERFACE TO EXISTING STRUCTURE

[30 mm] in

[60.6 mm] in

[5169.6 mm]

REVISION HISTORY

ZONE REV DESCRIPTION DATE APPROVED

VERTICAL FALL ARREST SYSTEM

SHOWN FOR REFERENCE ONLY,

FINAL SYSTEM TO BE

DETERMINED BY VENDOR

DETAIL F

SCALE 1/5

DETAIL G

SCALE 1/4

DETAIL H

SCALE 1/5

PARTS LIST

DESCRIPTIONPART NUMBERQTYITEM

Hex Nuts (Inch Series)

Hex Nut

ANSI B18.2.2 - 1/2 - 13, HNI29

Hex Bolt - UNC (Regular

Thread - Inch)

ANSI/ASME B18.2.1 - 1/2-13 UNC - 2, HBI28

EXTENDABLE SAFETY LADDER POST11

LADDER - S12

LADDER BOLT ASSEMBLY23

LADDER MOUNTING STRUCTURE - 30MM15

SIDE LADDER CLAMP ASSEMBLY - S26

VERTICAL FALL ARREST - S17

A A

B B

C C

D D

LADDER ASSEMBLY - S

N/A

FDC-0000768

4/26

FDC-0000768.iam

Q.A.

MFG

ENGR MGR

APPROVED

CHECKED

10/14/2024JFDRAWN

Autodesk Inventor

THIRD ANGLE

PROJECTION

FINISH

BREAK EDGES & SHARP CORNERS

0.005" MIN. TO

0.015" MAX.

REV.

SIZE:

ESH&Q

RISK LEVEL

DRAWING

PART

NUMBER:

SCALE:

SHEET:

MODEL

NAME:

WGT:

lbs.

ASSEMBLY:

DESCRIPTION:

WBS#

TOP

ASSEMBLY:

DIMENSIONING AND TOLERANCING IN

ACCORDANCE WITH ASME Y14.5-2018

UNLESS OTHERWISE SPECIFIED:

DIMENSIONS ARE IN INCHES.

DIMENSIONS IN BRACKETS [X.X] ARE IN

MM AND ARE FOR REFERENCE ONLY

.X ` .030"

.XX ` .015"

.XXX ` .005"

ANGULAR `.5~

UNLESS OTHERWISE SPECIFIED

DIMENSIONAL TOLERANCES

FRACTIONS `1/16"

1/15

REVISION HISTORY

ZONE REV DESCRIPTION DATE APPROVED

[19.8 mm] in

[1308.1 mm] in

[1187 mm] in

[30 mm]

12 in

[304.8 mm]

±2"

21 in

[533.4 mm] in

[4067.9 mm] in

[22.2 mm] in

[603.3 mm] in

[220.2 mm] in

[30 mm] in

[60.6 mm] in

[40 mm]

VERTICAL FALL ARREST SYSTEM

SHOWN FOR REFERENCE ONLY,

FINAL SYSTEM TO BE

DETERMINED BY VENDOR

EXTENDABLE SAFETY LADDER POST

MOUNTED TO LADDER

[220.2 mm]

6 in

[152.4 mm] in

[54.9 mm]

2 in

[50.8 mm]

INTERFACE TO EXISTING STRUCTURE

118 in

[2997.2 mm]

DETAIL M

SCALE 1 / 2

DETAIL V

SCALE 1 / 2

PARTS LIST

DESCRIPTIONPART NUMBERQTYITEM

C6 x 1351.500 in1

BEAM CLAMP - 30MM22

BEAM CLAMP BOLT23

A A

B B

C C

D D

N/A

LADDER MOUNTING STRUCTURE - 30MM

5/26

SIDE-LADDER-MOUNTING-STRUCTURE.iam

Q.A.

MFG

ENGR MGR

APPROVED

CHECKED

10/14/2024JFDRAWN

Autodesk Inventor

THIRD ANGLE

PROJECTION

FINISH

BREAK EDGES & SHARP CORNERS

0.005" MIN. TO

0.015" MAX.

REV.

SIZE:

ESH&Q

RISK LEVEL

DRAWING

PART

NUMBER:

SCALE:

SHEET:

MODEL

NAME:

WGT:

lbs.

ASSEMBLY:

DESCRIPTION:

WBS#

TOP

ASSEMBLY:

DIMENSIONING AND TOLERANCING IN

ACCORDANCE WITH ASME Y14.5-2018

UNLESS OTHERWISE SPECIFIED:

DIMENSIONS ARE IN INCHES.

DIMENSIONS IN BRACKETS [X.X] ARE IN

MM AND ARE FOR REFERENCE ONLY

.X ` .030"

.XX ` .015"

.XXX ` .005"

ANGULAR `.5~

UNLESS OTHERWISE SPECIFIED

DIMENSIONAL TOLERANCES

FRACTIONS `1/16"

1 / 4

51.500 in in

[1308.1 mm] in

[1171 mm] in

[30 mm] in

[60.6 mm] in

[54.9 mm]

6 in

[152.4 mm] in

[33 mm] in

[68.6 mm] in

[21.9 mm] in

[12.7 mm] n11 in

[n17.5 mm] in

[403.5 mm]

3 in

[76.2 mm] in

[12.7 mm] n11 in

[n17.5 mm]

DETAIL N

DETAIL AB

SCALE 1 / 2

PARTS LIST

DESCRIPTIONPART NUMBERQTYITEM

C6 x 1351.500 in1

BEAM CLAMP - 40MM22

BEAM CLAMP BOLT23

A A

B B

C C

D D

N/A

LADDER MOUNTING STRUCTURE - 40MM

6/26

SIDE-LADDER-MOUNTING-STRUCTURE-BOT.iam

Q.A.

MFG

ENGR MGR

APPROVED

CHECKED

10/14/2024JFDRAWN

Autodesk Inventor

THIRD ANGLE

PROJECTION

FINISH

BREAK EDGES & SHARP CORNERS

0.005" MIN. TO

0.015" MAX.

REV.

SIZE:

ESH&Q

RISK LEVEL

DRAWING

PART

NUMBER:

SCALE:

SHEET:

MODEL

NAME:

WGT:

lbs.

ASSEMBLY:

DESCRIPTION:

WBS#

TOP

ASSEMBLY:

DIMENSIONING AND TOLERANCING IN

ACCORDANCE WITH ASME Y14.5-2018

UNLESS OTHERWISE SPECIFIED:

DIMENSIONS ARE IN INCHES.

DIMENSIONS IN BRACKETS [X.X] ARE IN

MM AND ARE FOR REFERENCE ONLY

.X ` .030"

.XX ` .015"

.XXX ` .005"

ANGULAR `.5~

UNLESS OTHERWISE SPECIFIED

DIMENSIONAL TOLERANCES

FRACTIONS `1/16"

1 / 4 in

[54.9 mm] in

[1308.1 mm] in

[68.6 mm] in

[40 mm] in

[1170.9 mm] in

[33 mm]

6 in

[152.4 mm]

51.500 in in

[78 mm] in

[403.5 mm] in

[12.7 mm] in

[21.9 mm] in

[68.6 mm] n11 in

[n17.5 mm]

C in

[12.7 mm] n 9 in

[n14.3 mm] in

[78 mm]

DETAIL P

SCALE 1 : 2

PARTS LIST

DESCRIPTIONPART NUMBERQTYITEM

SIDE LADDER CLAMP PLATE - S11

BEAM CLAMP ASSEMBLY - S - 40MM42

CLAMP BOLT ASSEMBLY - S 43

A A

B B

C C

D D

N/A

SIDE LADDER CLAMP ASSEMBLY - S

7/26

SIDE-LADDER-CLAMP-ASSEMBLY-S.iam

Q.A.

MFG

ENGR MGR

APPROVED

CHECKED

10/14/2024JFDRAWN

Autodesk Inventor

THIRD ANGLE

PROJECTION

FINISH

BREAK EDGES & SHARP CORNERS

0.005" MIN. TO

0.015" MAX.

REV.

SIZE:

ESH&Q

RISK LEVEL

DRAWING

PART

NUMBER:

SCALE:

SHEET:

MODEL

NAME:

WGT:

lbs.

ASSEMBLY:

DESCRIPTION:

WBS#

TOP

ASSEMBLY:

DIMENSIONING AND TOLERANCING IN

ACCORDANCE WITH ASME Y14.5-2018

UNLESS OTHERWISE SPECIFIED:

DIMENSIONS ARE IN INCHES.

DIMENSIONS IN BRACKETS [X.X] ARE IN

MM AND ARE FOR REFERENCE ONLY

.X ` .030"

.XX ` .015"

.XXX ` .005"

ANGULAR `.5~

UNLESS OTHERWISE SPECIFIED

DIMENSIONAL TOLERANCES

FRACTIONS `1/16"

1 / 2 in

[603.3 mm] in

[161.9 mm] in

[40 mm] n11 in THRU

[n17.5 mm THRU] in

[72.2 mm] in

[81 mm] in

[135.2 mm] in

[22.2 mm] in X 45° CHAMFER

TYP.

12.7 mm X 45° CHAMFER

TYP.

[161.9 mm] in

[404 mm] in

[22.2 mm] in

[34.9 mm] in

[39.4 mm] n13 in

[n20.6 mm]

2X SLOTTED HOLE

[34.9 mm]

2X n13 in THRU

[2X n20.6 mm THRU]

DETAIL J

PARTS LIST

DESCRIPTIONPART NUMBERQTYITEM

CLEVIS-TO-CLEVIS TURNBUCKLE201

SIDE-RAILING-CLAMP-ASSEMBLY22

SIDE-RAILING-CLAMP-ASSEMBLY-DOUBLE93

20FT. STOCKWIRE-ROPE14

20FT. STOCKWIRE-ROPE-M85

10FT. STOCKWIRE-ROPE-S16

A A

B B

C C

D D

CABLE GUARDRAIL ASSEMBLY - LONG

N/A

FDC-0000771

8/26

FDC-0000771.iam

Q.A.

MFG

ENGR MGR

APPROVED

CHECKED

10/14/2024JFDRAWN

Autodesk Inventor

THIRD ANGLE

PROJECTION

FINISH

BREAK EDGES & SHARP CORNERS

0.005" MIN. TO

0.015" MAX.

REV.

SIZE:

ESH&Q

RISK LEVEL

DRAWING

PART

NUMBER:

SCALE:

SHEET:

MODEL

NAME:

WGT:

lbs.

ASSEMBLY:

DESCRIPTION:

WBS#

TOP

ASSEMBLY:

DIMENSIONING AND TOLERANCING IN

ACCORDANCE WITH ASME Y14.5-2018

UNLESS OTHERWISE SPECIFIED:

DIMENSIONS ARE IN INCHES.

DIMENSIONS IN BRACKETS [X.X] ARE IN

MM AND ARE FOR REFERENCE ONLY

.X ` .030"

.XX ` .015"

.XXX ` .005"

ANGULAR `.5~

UNLESS OTHERWISE SPECIFIED

DIMENSIONAL TOLERANCES

FRACTIONS `1/16"

1/12 in

[6400 mm] in

[40 mm] in

[402 mm]

SWIVEL HOIST RING

WIRE ROPE W/ REINFORCED LOOP

1/2"n

GUARDRAIL BEAM CLAMP ASSEMBLY

CLEVIS-TO-CLEVIS TURNBUCKLE

INTERFACE TO EXISTING STRUCTURE

(TYP.)

[407.7 mm]

1 in

[24.6 mm]

[67.5 mm]

3440T9_WIRE ROPE24

4498N89_NO THREADS_CLEVIS-TO-CLEVIS

TURNBUCKLE-FOR LIFTING

SIDE-RAILING-CLAMP-ASSEMBLY21

SIDE-RAILING-CLAMP-ASSEMBLY-DOUBLE12

A A

B B

C C

D D

CABLE GUARDRAIL ASSEMBLY - SHORT

N/A

FDC-0000765

9/26

FDC-0000765.iam

Q.A.

MFG

ENGR MGR

APPROVED

CHECKED

10/14/2024JFDRAWN

Autodesk Inventor

THIRD ANGLE

PROJECTION

FINISH

BREAK EDGES & SHARP CORNERS

0.005" MIN. TO

0.015" MAX.

REV.

SIZE:

ESH&Q

RISK LEVEL

DRAWING

PART

NUMBER:

SCALE:

SHEET:

MODEL

NAME:

WGT:

lbs.

ASSEMBLY:

DESCRIPTION:

WBS#

TOP

ASSEMBLY:

DIMENSIONING AND TOLERANCING IN

ACCORDANCE WITH ASME Y14.5-2018

UNLESS OTHERWISE SPECIFIED:

DIMENSIONS ARE IN INCHES.

DIMENSIONS IN BRACKETS [X.X] ARE IN

MM AND ARE FOR REFERENCE ONLY

.X ` .030"

.XX ` .015"

.XXX ` .005"

ANGULAR `.5~

UNLESS OTHERWISE SPECIFIED

DIMENSIONAL TOLERANCES

FRACTIONS `1/16"

1/20

REVISION HISTORY

ZONE REV DESCRIPTION DATE APPROVED

[402 mm]

GUARDRAIL BEAM CLAMP ASSEMBLY

CLEVIS-TO-CLEVIS TURNBUCKLE

INTERFACE TO EXISTING STRUCTURE

(TYP.)

WIRE ROPE W/ REINFORCED LOOP

1/2"n

SWIVEL HOIST RING

[40 mm] in

[6400 mm]

SIDE-RAILING-CLAMP-PLATE11

SIDE-RAILING-CLAMP-ADAPTER12

40MM FLANGEBEAM CLAMP TYPE B43

Washer AASTM F436 - 3/4, CW44

Washer AASTM F436 - 1/2, CW45

Hexagon Socket Flat

Countersunk Head Cap

Screw

ANSI B18.3 - 1/2-13 UNC x 2.75, HSFCHCSI46

Heavy Hex Structural Bolt

- UNC (Regular Thread -

Inch)

ANSI B18.2.6 - 3/4-10 UNC - 4.2547

Hex Nuts (Inch Series)

Heavy Hex Nut

ANSI B18.2.2 - 3/4 - 10, HHNI48

Hex Nuts (Inch Series)

Hex Nut

ANSI B18.2.2 - 1/2 - 13, HNI49

2994T94_NO THREADS_Forged Steel Hoist R110

A A

B B

C C

D D

N/A

SIDE-RAILING-CLAMP-ASSEMBLY

10/26

SIDE-RAILING-CLAMP-ASSEMBLY.iam

Q.A.

MFG

ENGR MGR

APPROVED

CHECKED

10/14/2024JFDRAWN

Autodesk Inventor

THIRD ANGLE

PROJECTION

FINISH

BREAK EDGES & SHARP CORNERS

0.005" MIN. TO

0.015" MAX.

REV.

SIZE:

ESH&Q

RISK LEVEL

DRAWING

PART

NUMBER:

SCALE:

SHEET:

MODEL

NAME:

WGT:

lbs.

ASSEMBLY:

DESCRIPTION:

WBS#

TOP

ASSEMBLY:

DIMENSIONING AND TOLERANCING IN

ACCORDANCE WITH ASME Y14.5-2018

UNLESS OTHERWISE SPECIFIED:

DIMENSIONS ARE IN INCHES.

DIMENSIONS IN BRACKETS [X.X] ARE IN

MM AND ARE FOR REFERENCE ONLY

.X ` .030"

.XX ` .015"

.XXX ` .005"

ANGULAR `.5~

UNLESS OTHERWISE SPECIFIED

DIMENSIONAL TOLERANCES

FRACTIONS `1/16"

1 / 2 in

[402 mm] in

[40 mm] in

[161.9 mm] in

[501.7 mm] in

[47.6 mm]

DETAIL R

SCALE 1 : 2

A A

B B

C C

D D

N/A

SIDE-RAILING-CLAMP-PLATE

11/26

SIDE-RAILING-CLAMP-PLATE.ipt

Q.A.

MFG

ENGR MGR

APPROVED

CHECKED

10/14/2024JFDRAWN

Autodesk Inventor

THIRD ANGLE

PROJECTION

FINISH

BREAK EDGES & SHARP CORNERS

0.005" MIN. TO

0.015" MAX.

REV.

SIZE:

ESH&Q

RISK LEVEL

DRAWING

PART

NUMBER:

SCALE:

SHEET:

MODEL

NAME:

WGT:

lbs.

ASSEMBLY:

DESCRIPTION:

WBS#

TOP

ASSEMBLY:

DIMENSIONING AND TOLERANCING IN

ACCORDANCE WITH ASME Y14.5-2018

UNLESS OTHERWISE SPECIFIED:

DIMENSIONS ARE IN INCHES.

DIMENSIONS IN BRACKETS [X.X] ARE IN

MM AND ARE FOR REFERENCE ONLY

.X ` .030"

.XX ` .015"

.XXX ` .005"

ANGULAR `.5~

UNLESS OTHERWISE SPECIFIED

DIMENSIONAL TOLERANCES

FRACTIONS `1/16"

1 / 2 in

[501.7 mm] in

[161.9 mm] in

[22.2 mm]

4X n 9 in THRU w n1 in X 82°

4X n14.3 mm THRU w n25.4 mm X 82° in

[37.8 mm] in

[34.9 mm] in X 45° Chamfer

[12.7 mm X 45° Chamfer]

3 in

[76.2 mm] in

[111.1 mm] in

[212.7 mm]

1 in

[25.4 mm]

2X n13 in THRU

[2X n20.6 mm THRU] in

[22.2 mm] n13 in

[n20.6 mm] in

[34.9 mm] in

[35.2 mm]

A A

B B

C C

D D

1 lbmass

SIDE-RAILING-CLAMP-ADAPTER

12/26

SIDE-RAILING-CLAMP-ADAPTER.ipt

Q.A.

MFG

ENGR MGR

APPROVED

CHECKED

10/14/2024JFDRAWN

Autodesk Inventor

THIRD ANGLE

PROJECTION

FINISH

BREAK EDGES & SHARP CORNERS

0.005" MIN. TO

0.015" MAX.

REV.

SIZE:

ESH&Q

RISK LEVEL

DRAWING

PART

NUMBER:

SCALE:

SHEET:

MODEL

NAME:

WGT:

lbs.

ASSEMBLY:

DESCRIPTION:

WBS#

TOP

ASSEMBLY:

DIMENSIONING AND TOLERANCING IN

ACCORDANCE WITH ASME Y14.5-2018

UNLESS OTHERWISE SPECIFIED:

DIMENSIONS ARE IN INCHES.

DIMENSIONS IN BRACKETS [X.X] ARE IN

MM AND ARE FOR REFERENCE ONLY

.X ` .030"

.XX ` .015"

.XXX ` .005"

ANGULAR `.5~

UNLESS OTHERWISE SPECIFIED

DIMENSIONAL TOLERANCES

FRACTIONS `1/16"

1 : 1

1 in

[25.4 mm]

4X n 9 in THRU

[4X n14.3 mm THRU]

5/8-11 UNC - 2B x in

[5/8-11 UNC - 2B x 19.1 mm]

5 in

[127 mm] in

[161.9 mm]

1 in

[25.4 mm]

1 in

[25.4 mm] in

[111.1 mm]

3 in

[76.2 mm] in

[18.3 mm] in

[14.3 mm] in

[96.8 mm] in

[14.3 mm]

[18.3 mm]

DETAIL T

SCALE 1:2

A A

B B

C C

D D

N/A

SIDE-RAILING-CLAMP-PLATE-DOUBLE

13/26

SIDE-RAILING-CLAMP-PLATE-DOUBLE.ipt

Q.A.

MFG

ENGR MGR

APPROVED

CHECKED

10/14/2024JFDRAWN

Autodesk Inventor

THIRD ANGLE

PROJECTION

FINISH

BREAK EDGES & SHARP CORNERS

0.005" MIN. TO

0.015" MAX.

REV.

SIZE:

ESH&Q

RISK LEVEL

DRAWING

PART

NUMBER:

SCALE:

SHEET:

MODEL

NAME:

WGT:

lbs.

ASSEMBLY:

DESCRIPTION:

WBS#

TOP

ASSEMBLY:

DIMENSIONING AND TOLERANCING IN

ACCORDANCE WITH ASME Y14.5-2018

UNLESS OTHERWISE SPECIFIED:

DIMENSIONS ARE IN INCHES.

DIMENSIONS IN BRACKETS [X.X] ARE IN

MM AND ARE FOR REFERENCE ONLY

.X ` .030"

.XX ` .015"

.XXX ` .005"

ANGULAR `.5~

UNLESS OTHERWISE SPECIFIED

DIMENSIONAL TOLERANCES

FRACTIONS `1/16"

1 / 2 in

[501.7 mm] in

[161.9 mm] in

[22.2 mm]

2X n13 in THRU

[2X n20.6 mm THRU]

8X n 9 in THRU w n1 in X 82°

8X n14.3 mm THRU w n25.4 mm X 82° in

[37.8 mm] in

[34.9 mm]

1 in

[25.4 mm] in

[129.1 mm]

3 in

[76.2 mm] in

[129.1 mm]

3 in

[76.2 mm] in

[111.1 mm] in X 45° Chamfer

[12.7 mm X 45° Chamfer] in

[34.9 mm] in

[22.2 mm] in

[35.2 mm] n13 in

[n20.6 mm]

SIDE-RAILING-CLAMP-PLATE-DOUBLE11

SIDE-RAILING-CLAMP-ADAPTER22

40MM FLANGEBEAM CLAMP TYPE B43

Washer AASTM F436 - 3/4, CW44

Washer AASTM F436 - 1/2, CW85

Hexagon Socket Flat

Countersunk Head Cap

Screw

ANSI B18.3 - 1/2-13 UNC x 2.75, HSFCHCSI86

Heavy Hex Structural Bolt

- UNC (Regular Thread -

Inch)

ANSI B18.2.6 - 3/4-10 UNC - 4.2547

Hex Nuts (Inch Series)

Heavy Hex Nut

ANSI B18.2.2 - 3/4 - 10, HHNI48

Hex Nuts (Inch Series)

Hex Nut

ANSI B18.2.2 - 1/2 - 13, HNI89

2994T94_NO THREADS_Forged Steel Hoist R210

A A

B B

C C

D D

N/A

SIDE-RAILING-CLAMP-ASSEMBLY-DOUBLE

14/26

SIDE-RAILING-CLAMP-ASSEMBLY-DOUBLE.iam

Q.A.

MFG

ENGR MGR

APPROVED

CHECKED

10/14/2024JFDRAWN

Autodesk Inventor

THIRD ANGLE

PROJECTION

FINISH

BREAK EDGES & SHARP CORNERS

0.005" MIN. TO

0.015" MAX.

REV.

SIZE:

ESH&Q

RISK LEVEL

DRAWING

PART

NUMBER:

SCALE:

SHEET:

MODEL

NAME:

WGT:

lbs.

ASSEMBLY:

DESCRIPTION:

WBS#

TOP

ASSEMBLY:

DIMENSIONING AND TOLERANCING IN

ACCORDANCE WITH ASME Y14.5-2018

UNLESS OTHERWISE SPECIFIED:

DIMENSIONS ARE IN INCHES.

DIMENSIONS IN BRACKETS [X.X] ARE IN

MM AND ARE FOR REFERENCE ONLY

.X ` .030"

.XX ` .015"

.XXX ` .005"

ANGULAR `.5~

UNLESS OTHERWISE SPECIFIED

DIMENSIONAL TOLERANCES

FRACTIONS `1/16"

1 / 2 in

[402 mm] in

[501.7 mm] in

[161.9 mm] in

[40 mm]

[47.6 mm]

CORNER RAILING 7FT-R11

CORNER RAILING 9FT-R12

A A

B B

C C

D D

CORNER GUARDRAIL ASSEMBLY - R

N/A

FDC-0000770

15/26

FDC-0000770.iam

Q.A.

MFG

ENGR MGR

APPROVED

CHECKED

10/14/2024JFDRAWN

Autodesk Inventor

THIRD ANGLE

PROJECTION

FINISH

BREAK EDGES & SHARP CORNERS

0.005" MIN. TO

0.015" MAX.

REV.

SIZE:

ESH&Q

RISK LEVEL

DRAWING

PART

NUMBER:

SCALE:

SHEET:

MODEL

NAME:

WGT:

lbs.

ASSEMBLY:

DESCRIPTION:

WBS#

TOP

ASSEMBLY:

DIMENSIONING AND TOLERANCING IN

ACCORDANCE WITH ASME Y14.5-2018

UNLESS OTHERWISE SPECIFIED:

DIMENSIONS ARE IN INCHES.

DIMENSIONS IN BRACKETS [X.X] ARE IN

MM AND ARE FOR REFERENCE ONLY

.X ` .030"

.XX ` .015"

.XXX ` .005"

ANGULAR `.5~

UNLESS OTHERWISE SPECIFIED

DIMENSIONAL TOLERANCES

FRACTIONS `1/16"

0.06

REVISION HISTORY

ZONE REV DESCRIPTION DATE APPROVED

CORNER RAILING 7FT-L12

CORNER RAILING 9FT-L11

A A

B B

C C

D D

CORNER GUARDRAIL ASSEMBLY - L

N/A

FDC-0000769

16/26

FDC-0000769.iam

Q.A.

MFG

ENGR MGR

APPROVED

CHECKED

10/14/2024JFDRAWN

Autodesk Inventor

THIRD ANGLE

PROJECTION

FINISH

BREAK EDGES & SHARP CORNERS

0.005" MIN. TO

0.015" MAX.

REV.

SIZE:

ESH&Q

RISK LEVEL

DRAWING

PART

NUMBER:

SCALE:

SHEET:

MODEL

NAME:

WGT:

lbs.

ASSEMBLY:

DESCRIPTION:

WBS#

TOP

ASSEMBLY:

DIMENSIONING AND TOLERANCING IN

ACCORDANCE WITH ASME Y14.5-2018

UNLESS OTHERWISE SPECIFIED:

DIMENSIONS ARE IN INCHES.

DIMENSIONS IN BRACKETS [X.X] ARE IN

MM AND ARE FOR REFERENCE ONLY

.X ` .030"

.XX ` .015"

.XXX ` .005"

ANGULAR `.5~

UNLESS OTHERWISE SPECIFIED

DIMENSIONAL TOLERANCES

FRACTIONS `1/16"

0.06

REVISION HISTORY

ZONE REV DESCRIPTION DATE APPROVED

DETAIL K

SCALE 0.22 : 1

PARTS LIST

DESCRIPTIONPART NUMBERQTYITEM

CAI 7 ft End Rail11

CORNER RAILING CLAMP ASSEMBLY12

CORNER RAILING CLAMP ASSEMBLY-GAP13

A A

B B

C C

D D

N/A

CORNER RAILING 7FT

17/26

CORNER RAILING 7FT.iam

Q.A.

MFG

ENGR MGR

APPROVED

CHECKED

10/14/2024JFDRAWN

Autodesk Inventor

THIRD ANGLE

PROJECTION

FINISH

BREAK EDGES & SHARP CORNERS

0.005" MIN. TO

0.015" MAX.

REV.

SIZE:

ESH&Q

RISK LEVEL

DRAWING

PART

NUMBER:

SCALE:

SHEET:

MODEL

NAME:

WGT:

lbs.

ASSEMBLY:

DESCRIPTION:

WBS#

TOP

ASSEMBLY:

DIMENSIONING AND TOLERANCING IN

ACCORDANCE WITH ASME Y14.5-2018

UNLESS OTHERWISE SPECIFIED:

DIMENSIONS ARE IN INCHES.

DIMENSIONS IN BRACKETS [X.X] ARE IN

MM AND ARE FOR REFERENCE ONLY

.X ` .030"

.XX ` .015"

.XXX ` .005"

ANGULAR `.5~

UNLESS OTHERWISE SPECIFIED

DIMENSIONAL TOLERANCES

FRACTIONS `1/16"

1 / 9

72 in

[1828.6 mm]

12 in

[304.8 mm] in

[527.1 mm]

[520.7 mm]

CAI 9 ft End Rail11

CORNER RAILING CLAMP ASSEMBLY22

A A

B B

C C

D D

N/A

CORNER RAILING 9FT

18/26

CORNER RAILING 9FT.iam

Q.A.

MFG

ENGR MGR

APPROVED

CHECKED

10/14/2024JFDRAWN

Autodesk Inventor

THIRD ANGLE

PROJECTION

FINISH

BREAK EDGES & SHARP CORNERS

0.005" MIN. TO

0.015" MAX.

REV.

SIZE:

ESH&Q

RISK LEVEL

DRAWING

PART

NUMBER:

SCALE:

SHEET:

MODEL

NAME:

WGT:

lbs.

ASSEMBLY:

DESCRIPTION:

WBS#

TOP

ASSEMBLY:

DIMENSIONING AND TOLERANCING IN

ACCORDANCE WITH ASME Y14.5-2018

UNLESS OTHERWISE SPECIFIED:

DIMENSIONS ARE IN INCHES.

DIMENSIONS IN BRACKETS [X.X] ARE IN

MM AND ARE FOR REFERENCE ONLY

.X ` .030"

.XX ` .015"

.XXX ` .005"

ANGULAR `.5~

UNLESS OTHERWISE SPECIFIED

DIMENSIONAL TOLERANCES

FRACTIONS `1/16"

1/10

96 in

[2438.4 mm] in

[527.1 mm] in

[520.7 mm]

12 in

[304.8 mm]

LADDER SIDE MOUNT BASE11

CORNER RAILING CLAMP PLATE12

40MM FLANGECLAMP TYPE B43

Washer AASTM F436 - 3/8, CW44

Washer AASTM F436 - 3/4, CW45

Hexagon Socket Flat

Countersunk Head Cap

Screw

ANSI B18.3 - 3/8-16 UNC x 1.5, HSFCHCSI46

Heavy Hex Structural Bolt

- UNC (Regular Thread -

Inch)

ANSI B18.2.6 - 3/4-10 UNC - 4.2547

Hex Nuts (Inch Series)

Hex Nut

ANSI B18.2.2 - 3/8 - 16, HNI48

Hex Nuts (Inch Series)

Heavy Hex Nut

ANSI B18.2.2 - 3/4 - 10, HHNI49

A A

B B

C C

D D

N/A

CORNER RAILING CLAMP ASSEMBLY

19/26

CORNER RAILING CLAMP ASSEMBLY.iam

Q.A.

MFG

ENGR MGR

APPROVED

CHECKED

10/14/2024JFDRAWN

Autodesk Inventor

THIRD ANGLE

PROJECTION

FINISH

BREAK EDGES & SHARP CORNERS

0.005" MIN. TO

0.015" MAX.

REV.

SIZE:

ESH&Q

RISK LEVEL

DRAWING

PART

NUMBER:

SCALE:

SHEET:

MODEL

NAME:

WGT:

lbs.

ASSEMBLY:

DESCRIPTION:

WBS#

TOP

ASSEMBLY:

DIMENSIONING AND TOLERANCING IN

ACCORDANCE WITH ASME Y14.5-2018

UNLESS OTHERWISE SPECIFIED:

DIMENSIONS ARE IN INCHES.

DIMENSIONS IN BRACKETS [X.X] ARE IN

MM AND ARE FOR REFERENCE ONLY

.X ` .030"

.XX ` .015"

.XXX ` .005"

ANGULAR `.5~

UNLESS OTHERWISE SPECIFIED

DIMENSIONAL TOLERANCES

FRACTIONS `1/16"

1 / 3 in

[40 mm] in

[402 mm]

LINDAPTER CLAMP TYPE B41

CORNER RAILING CLAMP SPACER PLATE22

CORNER RAILING CLAMP PLATE13

CAI Single Side Mount Base14

Washer AASTM F436 - 3/8, CW45

Washer AASTM F436 - 3/4, CW86

Hex Bolt - UNC (Regular

Thread - Inch)

ANSI/ASME B18.2.1 - 3/4-10 UNC - 5.5, HBI47

Hexagon Socket Flat

Countersunk Head Cap

Screw

ANSI B18.3 - 3/8-16 UNC x 1.5, HSFCHCSI48

Hex Nuts (Inch Series)

Hex Nut

ANSI B18.2.2 - 3/8 - 16, HNI49

Hex Nuts (Inch Series)

Hex Nut

ANSI B18.2.2 - 3/4 - 10, HNI410

A A

B B

C C

D D

N/A

CORNER RAILING CLAMP ASSEMBLY-GAP

20/26

CORNER RAILING CLAMP ASSEMBLY-GAP.iam

Q.A.

MFG

ENGR MGR

APPROVED

CHECKED

10/14/2024JFDRAWN

Autodesk Inventor

THIRD ANGLE

PROJECTION

FINISH

BREAK EDGES & SHARP CORNERS

0.005" MIN. TO

0.015" MAX.

REV.

SIZE:

ESH&Q

RISK LEVEL

DRAWING

PART

NUMBER:

SCALE:

SHEET:

MODEL

NAME:

WGT:

lbs.

ASSEMBLY:

DESCRIPTION:

WBS#

TOP

ASSEMBLY:

DIMENSIONING AND TOLERANCING IN

ACCORDANCE WITH ASME Y14.5-2018

UNLESS OTHERWISE SPECIFIED:

DIMENSIONS ARE IN INCHES.

DIMENSIONS IN BRACKETS [X.X] ARE IN

MM AND ARE FOR REFERENCE ONLY

.X ` .030"

.XX ` .015"

.XXX ` .005"

ANGULAR `.5~

UNLESS OTHERWISE SPECIFIED

DIMENSIONAL TOLERANCES

FRACTIONS `1/16"

1 / 3 in

[402 mm] in

[65 mm]

DETAIL U

SCALE 2:3

A A

B B

C C

D D

N/A

CORNER RAILING CLAMP PLATE

21/26

CORNER RAILING CLAMP PLATE.ipt

Q.A.

MFG

ENGR MGR

APPROVED

CHECKED

10/14/2024JFDRAWN

Autodesk Inventor

THIRD ANGLE

PROJECTION

FINISH

BREAK EDGES & SHARP CORNERS

0.005" MIN. TO

0.015" MAX.

REV.

SIZE:

ESH&Q

RISK LEVEL

DRAWING

PART

NUMBER:

SCALE:

SHEET:

MODEL

NAME:

WGT:

lbs.

ASSEMBLY:

DESCRIPTION:

WBS#

TOP

ASSEMBLY:

DIMENSIONING AND TOLERANCING IN

ACCORDANCE WITH ASME Y14.5-2018

UNLESS OTHERWISE SPECIFIED:

DIMENSIONS ARE IN INCHES.

DIMENSIONS IN BRACKETS [X.X] ARE IN

MM AND ARE FOR REFERENCE ONLY

.X ` .030"

.XX ` .015"

.XXX ` .005"

ANGULAR `.5~

UNLESS OTHERWISE SPECIFIED

DIMENSIONAL TOLERANCES

FRACTIONS `1/16"

1/2 in

[501.7 mm] in

[161.9 mm]

2X n13 in THRU

[2X n20.6 mm THRU]

4X n1 in THRU w n7 in X 82°

4X n12.7 mm THRU w n22.2 mm X 82° in

[34.9 mm] in

[37.8 mm] in

[113.6 mm] in

[106.9 mm] in

[42.9 mm] in

[22.2 mm]

3 in

[76.2 mm] in

[22.2 mm] in

[35.2 mm] in

[34.9 mm] n13 in

[n20.6 mm]

A A

B B

N/A

CORNER RAILING CLAMP SPACER PLATE

22/26

CORNER RAILING CLAMP SPACER PLATE.ipt

Q.A.

MFG

ENGR MGR

APPROVED

CHECKED

10/14/2024JFDRAWN

Autodesk Inventor

THIRD ANGLE

PROJECTION

FINISH

BREAK EDGES & SHARP CORNERS

0.005" MIN. TO

0.015" MAX.

REV.

SIZE:

ESH&Q

RISK LEVEL

DRAWING

PART

NUMBER:

SCALE:

SHEET:

MODEL

NAME:

WGT:

lbs.

ASSEMBLY:

DESCRIPTION:

WBS#

TOP

ASSEMBLY:

DIMENSIONING AND TOLERANCING IN

ACCORDANCE WITH ASME Y14.5-2018

UNLESS OTHERWISE SPECIFIED:

DIMENSIONS ARE IN INCHES.

DIMENSIONS IN BRACKETS [X.X] ARE IN

MM AND ARE FOR REFERENCE ONLY

.X ` .030"

.XX ` .015"

.XXX ` .005"

ANGULAR `.5~

UNLESS OTHERWISE SPECIFIED

DIMENSIONAL TOLERANCES

FRACTIONS `1/16"

1/2

3 in

[76.2 mm] in

[161.9 mm] in

[34.9 mm] in

[37.8 mm]

1 in

[25 mm]1 in X 45° Chamfer

[12.7 mm X 45° Chamfer]

2X n13 in THRU

[2X n20.6 mm THRU]

DETAIL L

A A

B B

C C

D D

FIBERGLASS GRATING - 38.5x40

N/A

FDC-0000778

23/26

FDC-0000778.ipt

Q.A.

MFG

ENGR MGR

APPROVED

CHECKED

10/14/2024JFDRAWN

Autodesk Inventor

THIRD ANGLE

PROJECTION

FINISH

BREAK EDGES & SHARP CORNERS

0.005" MIN. TO

0.015" MAX.

REV.

SIZE:

ESH&Q

RISK LEVEL

DRAWING

PART

NUMBER:

SCALE:

SHEET:

MODEL

NAME:

WGT:

lbs.

ASSEMBLY:

DESCRIPTION:

WBS#

TOP

ASSEMBLY:

DIMENSIONING AND TOLERANCING IN

ACCORDANCE WITH ASME Y14.5-2018

UNLESS OTHERWISE SPECIFIED:

DIMENSIONS ARE IN INCHES.

DIMENSIONS IN BRACKETS [X.X] ARE IN

MM AND ARE FOR REFERENCE ONLY

.X ` .030"

.XX ` .015"

.XXX ` .005"

ANGULAR `.5~

UNLESS OTHERWISE SPECIFIED

DIMENSIONAL TOLERANCES

FRACTIONS `1/16"

1 / 4

REVISION HISTORY

ZONE REV DESCRIPTION DATE APPROVED

[977.9 mm]

40 in

[1016 mm] in

[38.8 mm] in

[37.4 mm] in

[6.4 mm]

MATERIAL NOTE: FIBERGLASS, SGF POLYESTER OR

EQUIVALENT RESIN, GRIT SURFACE, DARK GRAY COLOR,

70% OPEN AREA, FIRE RETARDANT

QUANTITY (80)

CLOSED CELL

1 in

[25.4 mm]

DETAIL W

A A

B B

C C

D D

FIBERGLASS GRATING - 30x40

N/A

FDC-0000827

24/26

FDC-0000827.ipt

Q.A.

MFG

ENGR MGR

APPROVED

CHECKED

10/14/2024JFDRAWN

Autodesk Inventor

THIRD ANGLE

PROJECTION

FINISH

BREAK EDGES & SHARP CORNERS

0.005" MIN. TO

0.015" MAX.

REV.

SIZE:

ESH&Q

RISK LEVEL

DRAWING

PART

NUMBER:

SCALE:

SHEET:

MODEL

NAME:

WGT:

lbs.

ASSEMBLY:

DESCRIPTION:

WBS#

TOP

ASSEMBLY:

DIMENSIONING AND TOLERANCING IN

ACCORDANCE WITH ASME Y14.5-2018

UNLESS OTHERWISE SPECIFIED:

DIMENSIONS ARE IN INCHES.

DIMENSIONS IN BRACKETS [X.X] ARE IN

MM AND ARE FOR REFERENCE ONLY

.X ` .030"

.XX ` .015"

.XXX ` .005"

ANGULAR `.5~

UNLESS OTHERWISE SPECIFIED

DIMENSIONAL TOLERANCES

FRACTIONS `1/16"

1 / 4

REVISION HISTORY

ZONE REV DESCRIPTION DATE APPROVED

MATERIAL NOTE: FIBERGLASS, SGF POLYESTER OR

EQUIVALENT RESIN, GRIT SURFACE, YELLOW COLOR, 70%

OPEN AREA, FIRE RETARDANT

QUANTITY (28)

40 in

[1016 mm]

30 in

[762 mm]

1 in

[25.4 mm] in

[37.8 mm] in

[32.5 mm] in

[6.4 mm]

DETAIL Y

A A

B B

C C

D D

FIBERGLASS GRATING - 37x38.5

N/A

FDC-0000829

25/26

FDC-0000829.ipt

Q.A.

MFG

ENGR MGR

APPROVED

CHECKED

10/14/2024JFDRAWN

Autodesk Inventor

THIRD ANGLE

PROJECTION

FINISH

BREAK EDGES & SHARP CORNERS

0.005" MIN. TO

0.015" MAX.

REV.

SIZE:

ESH&Q

RISK LEVEL

DRAWING

PART

NUMBER:

SCALE:

SHEET:

MODEL

NAME:

WGT:

lbs.

ASSEMBLY:

DESCRIPTION:

WBS#

TOP

ASSEMBLY:

DIMENSIONING AND TOLERANCING IN

ACCORDANCE WITH ASME Y14.5-2018

UNLESS OTHERWISE SPECIFIED:

DIMENSIONS ARE IN INCHES.

DIMENSIONS IN BRACKETS [X.X] ARE IN

MM AND ARE FOR REFERENCE ONLY

.X ` .030"

.XX ` .015"

.XXX ` .005"

ANGULAR `.5~

UNLESS OTHERWISE SPECIFIED

DIMENSIONAL TOLERANCES

FRACTIONS `1/16"

1 / 4

REVISION HISTORY

ZONE REV DESCRIPTION DATE APPROVED

EQUIVALENT RESIN, GRIT SURFACE, ORANGE COLOR, 70%

OPEN AREA, FIRE RETARDANT

QUANTITY (14)

37 in

[939.8 mm] in

[977.9 mm]

1 in

[25.4 mm] in

[37.4 mm] in

[35.7 mm] in

[6.4 mm]

DETAIL AA

A A

B B

C C

D D

FIBERGLASS GRATING - 30x37

N/A

FDC-0000835

26/26

FDC-0000835.ipt

Q.A.

MFG

ENGR MGR

APPROVED

CHECKED

10/14/2024JFDRAWN

Autodesk Inventor

THIRD ANGLE

PROJECTION

FINISH

BREAK EDGES & SHARP CORNERS

0.005" MIN. TO

0.015" MAX.

REV.

SIZE:

ESH&Q

RISK LEVEL

DRAWING

PART

NUMBER:

SCALE:

SHEET:

MODEL

NAME:

WGT:

lbs.

ASSEMBLY:

DESCRIPTION:

WBS#

TOP

ASSEMBLY:

DIMENSIONING AND TOLERANCING IN

ACCORDANCE WITH ASME Y14.5-2018

UNLESS OTHERWISE SPECIFIED:

DIMENSIONS ARE IN INCHES.

DIMENSIONS IN BRACKETS [X.X] ARE IN

MM AND ARE FOR REFERENCE ONLY

.X ` .030"

.XX ` .015"

.XXX ` .005"

ANGULAR `.5~

UNLESS OTHERWISE SPECIFIED

DIMENSIONAL TOLERANCES

FRACTIONS `1/16"

1 / 4

REVISION HISTORY

ZONE REV DESCRIPTION DATE APPROVED

EQUIVALENT RESIN, GRIT SURFACE, RED COLOR, 70% OPEN

AREA, FIRE RETARDANT

QUANTITY (11)

37 in

[939.8 mm]

30 in

[762 mm]

1 in

[25.4 mm] in

[38.9 mm] in

[37.8 mm] in

[6.4 mm]

RFP 378084RLP.A.pdf

RFP 378084RLP.A

Cryostat-fall-protection-procurement-specification-260316.pdf

Document Approvals

Revision History

List of Figures

List of Tables

Acronyms and Abbreviations

1 Introduction

2 Fall Protection Component Description

3 Scope of Work

4 Pre-Award Submittals

5 Post-Award Documentation

6 Finished Material Submittals

7 Quality

7.1 Requirements

7.1.1 Test Requirements

7.1.2 Source Inspections

7.1.3 Control of Nonconformances

SCOPE OF WORK - CRYOSTAT-FALL-PROTECTION-revC-260316.pdf

File details come from the government source that posted it. Updated Mar 19, 2026.