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Showing articles from Fairfax tag

Eyewash Station System Cost Savings

STATEMENT OF PROBLEM Plant preference was piped eyewash station; RE&F position to use portable system. Is cost savings justifiable? Unhappy customer; safety/maintenance? COURSE OF ACTION Provided portable eyewash station LESSON LEARNED Continue to provide the portable eyewash stations to align…

What is required for Civil in 3D Model

STATEMENT OF PROBLEM Civil Design/Build is usually based on existing top surveys and existing Civil drawings.  These are never accurate as far as dimensions go (most cases). Although the routing is sometimes close the act of integrating a new Model design with archival u/g drawings to reduce clashes is arbitrary and…

Missing Infill Steel

STATEMENT OF PROBLEM Ambiguity created between drawings, owner''''s intent, and contractor''''s understanding. The Ghafari drawings create some confusion between a general note on the plan vs. the intent on the details. As a result, neither the facility contractor or the press contractor included the erection of …

Tie Rod Pockets

STATEMENT OF PROBLEM Tie rod pockets are not included in basement floor layout. Tie rods extend above columns when setting crown. All 10 tie rods have to be guided by hand into the crown. SAFETY -personel must now be working above ground & under crown when it is being lowered. DAMAGE increased risk to tie rod thr…

Sawcutting Quality Control

STATEMENT OF PROBLEM Multiple instances where existing framing to remain was cut due to incorrect depth set on saw; damaged the integrity, and reduced the capacity of the existing members. Schedule impact for repair; additional engineering; non-standard condition for owner. COURSE OF ACTION Repaired (schedule im…

Fairfax Incorrect Guardrail Installation

STATEMENT OF PROBLEM Deviation from the designed guardrail. Missing connection pieces, incorrect member sizes, incorrect height, not submitted in shop drawings. Created potentially unsafe condition; additional time to correct; non-conformance to customer''''''''s requirements. COURSE OF ACTION Repaired …

Verify With Owner Notes

STATEMENT OF PROBLEM Should have been coordinated with "Owner" prior to issuing bid drawings; Lazy approach by team to just "copy"; Information was known, and could have been committed to. Many DCRs; schedule delays; cost increase due to field orders COURSE OF ACTION Field orders (schedule delays, cost …

Submittal/DCR Response Time

STATEMENT OF PROBLEM AE response time on submittals and DCRs not meeting expectation of contractor. Delays and schedule impacts; friction between parties. COURSE OF ACTION None LESSON LEARNED There were some issues during the early steel submitting, but after that the process went smoothly.

On Site EOR Representation for Projects of Significant Scale/Cost

STATEMENT OF PROBLEM Having and onsite Engineering Representative may deem cost effective for projects of substantial size and duration.  This Rep should be able to make PM decisions from and engineering standpoint and be fluid with model integration, review and document control changes. For project requiring 3D …

As Built Conditions Expectation Issue

STATEMENT OF PROBLEM Need clear expectations of what items are existing. What is to remain, or be removed. Confusion to bidders; cost increase due to field orders. COURSE OF ACTION None LESSON LEARNED Work more closely with AE''''''''s to capture as-built conditions at project completion, and to verify condi…

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