A.02 SOW_Att 6_Scope for Independent Structural Proofing.pdf
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- Attached to
- Birzai Fire and Rescue Station Reno, Lithuania
- Solicitation number
- W912GB25R0035
- Issued by
-
Department of the Army European Command
About this file
This document is an Attachment to a Design Build Statement of Work (SOW) detailing the Scope for Independent Structural Proofing for a fire and rescue station renovation project in Birzai, Lithuania. The scope requires a licensed, independent proofing engineer to comprehensively review and verify structural design calculations, drawings, and documentation across multiple disciplines (concrete, steel, timber) at the contractor's expense. The proofing engineer must be objective and free of conflicts of interest, and must thoroughly examine structural elements including foundation systems, vertical and lateral force resistance, structural materials, load calculations, environmental loads, seismic considerations, and soil data.
The proofing effort mandates specific deliverables at the final design stage, including a detailed proofing report listing project information, structural assumptions, applicable codes, technical findings, and a final statement confirming no structural concerns. The contractor must submit a complete set of red-lined, stamped, and signed structural calculations and drawings with proofing remarks. The Design of Record (DOR) must demonstrate that all proofing remarks are addressed in the final design documents, with drawings receiving a specific remark indicating independent proofing remarks have been resolved. This comprehensive review process ensures structural integrity and compliance with host nation building codes and regulations.
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ATTACHMENT TO DESIGN BUILD SOW – SCOPE FOR INDEPENDENT STRUCTURAL PROOFING
CENAU‐EDD OCT 2023
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I. General scope
The structural calculations and drawings must be proofed by an independent proofing engineer, licensed as required for structural design in the host nation (HN) of the appropriate discipline(s)
(ie. Concrete, steel timber) at the Contractor’s expense. A complete set of proofed and stamped structural design documents as well as the final structural proofing report must be submitted with the Corrected Final design submittal. For this purpose the Contractor must coordinate early enough with the selected proofing engineer. Contractor is responsible for ensuring proofing meets all requirements of the applicable building code, and as applicable meets all requirements necessary to achieve HN permitting. The proofing engineer must be objective and independent from DOR. All conflicts of interest between the proofing engineer and the DOR must be disclosed to the COR prior to the start of the proofing process.
II. Specific scope: The proofing effort includes:
1. Proofing of the Structural Design Calculations and the verifications of structural fire protection.
2. Proofing of structural execution drawings, including but not limited to: Reinforcement drawings, structural steel drawings, structural shop drawings, etc.
3. For high seismic zones proofing of structural execution drawings shown in non‐structural sheets, including but not limited to: Anchorage and bracing of non‐structural components (electrical, mechanical, architectural, fire protection, etc)
III. Deliverables: This task shall include the following deliverables at the final design stage:
1. Proofing Report(s):
The proofing report(s) need(s) to clearly document the proofing effort.
The report shall list as a minimum:
A. Name, title, and address of proofing engineer
Name, title, and address of designer of record
B. Project name and location
C. Complete list of proofed documents
If the proofing effort consists of different review phases the report shall be updated with each phase listing all proofed documents with dates of proofing effort.
D. Project description
E. Description of the structural system, including but not limited to: Foundation system, vertical forces resisting system, lateral forces resisting system, structural materials, etc.
F. Structural assumptions including but not limited to:
‐ Gravity Loads (dead load, live load, etc.).
‐ Environmental loads (wind, snow, rain, ice, etc.).
‐ Seismic loads and seismic design information (seismic zone, seismic design category, base shear, design spectrum, etc.).
‐ Soil data (allowable bearing capacity, subgrade reaction modulus, lateral earth pressures, etc.).
G. Applicable codes and regulations
H. Findings:
‐ Interim proofing reports shall list in detail the technical findings and the required
ATTACHMENT TO DESIGN BUILD SOW – SCOPE FOR INDEPENDENT STRUCTURAL PROOFING
CENAU‐EDD OCT 2023
Page | 2 actions
‐ Final proofing reports shall document that all findings are addressed within the final design package.
If items still need to be addressed during execution, the report shall state so.
I. Final statement: The final statement shall summarize the proofing effort. If the proofing effort is completed the statement shall state that the proofing effort is completed and that there are no structural concerns against the execution in accordance with the proofed documents
J. Stamp and signature
2. Calculations:
Complete set of red lined proofed structural calculations with proofing remarks provided to the Contractor Designer of Record during the proofing process.
The set shall be stamped and signed on the title page by the Independent Proofing Engineer.
3. Drawings
Complete set of structural red lined drawings with proofing remarks.
The set be stamped and signed on the title page by the Independent Proofing Engineer remarks provided to the Contractor Designer of Record during the proofing process.
IV. Final design documents:
The Contractor DOR shall demonstrate at the final design submittal that all structural proofing remarks are addressed within the final design documents. The final drawings shall receive a remark indicating that the independent proofing remarks are addressed.
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