PIP-II Pipe Support Analysis and Design Deliverable PO

October 20, 2022
Maurice Ball
AD/Mechanical Support Department
Fermilab
Re:

Professional A/E Services for Pipe Support Analysis and Design in support of the Proton Improvement Plan-II (PIP-II) Project

Dear Mr. Ball:
This letter serves as notification of the summary of services provided and transmittal of final deliverables associated with the PO No. 683434.

SERVICES PROVIDED

Burns and McDonnell has completed the following tasks to accomplish this work: 1.
2.

Meetings: Kickoff, In-Progress Reviews, and Final Closeout F37:
a. Reviewed F37 structure for locations and loads from LCW process equipment and piping. b. Updated structural calculations of current building steel to verify capacity. c. See attached Attachment 01, documenting this structural analysis.

3.

CPB
a.
b.
c.
d.
e.

f.
g.

Reviewed structure of CPB for locations and loads from PCW piping. Update structural calculations of current installed building steel to verify capacity. See attached Attachment 01, documenting this structural analysis. Drawings to modify existing structural steel to support PCW loads, will be incorporated in the Utility Plant Building CF Construction Package.
Tabletop review of piping system with manual thermal expansion calculations. i. Note: A floating system with expansion joints at all equipment is sufficient. Please see attached Attachment 02 for a summary of expected thermal expansion and associated calculations.
Provided a drawing (Attachment 03) and specification (Attachment 04) showing the pipe supports / hangers for use by FRA in the PCW work package.
Additional Services: Calculated expected thermal expansion of PCW piping across the bridge as well as within the Linac Gallery, modifications, as necessary will be incorporated into the Linac Complex CF Construction Package (including anchoring of the PCW system to the bridge).

QUALITY CONTROL

This work was performed in accordance with our project-specific QA/QC plan:  Q1 – Peer review of key preliminary project activities. Performed by Bart Noland.  Q3 – Self-Check of design and construction documents by lead designer. Performed by Ray Weaver, supported by Aidan Chamberlain.
 Q4 – Peer review of final submittals Performed by Bart Noland

1431 Opus Place \ Suite 400 \ Downers Grove, IL 60515
O 630-724-3200 \ F 630-724-3201 \ burnsmcd.com

Sincerely,
BURNS & MCDONNELL ENGINEERING COMPANY, INC.

Ray Weaver, PE
Mechanical Engineer / Project Manager

Attachments:

01 Structural Design Review