GEMS 1749 CO., LTD.
Analysis, design, FEA, calculations and detailing — prepared to your engineer’s requirements and issued for their review. You keep the seal. The work behind it is done by me and by assistants working under my direction.
SERGEY OMELCHENKO — PRESIDENT. PRINCIPAL STRUCTURAL ENGINEER. MULTI-CODE DESIGN SPECIALIST.
International practice since 2004. Concrete, steel, timber, masonry, aluminium, composite and FRP.
Five kinds of client, four kinds of job. Find yourself in one of these and skip the rest of the page.
Delegated connection design and the calculations behind your shop drawings — sized, checked and documented so your engineer signs them off without a second pass.
One calculation package covering a whole size range instead of one job. Engineer it once, sell it a thousand times, update it when the wind map changes.
Work on your own site, under your own internal engineering authority. Equipment, foundations and the structures that carry them.
Engineering that starts after the permit is issued: delegated design and deferred submittals, the calculations behind substitution requests, answers to RFIs when something does not fit on site, and remote site supervision while the job is being built.
A structural idea with no engineering department behind it yet: modular units, kits, racks, mounts, lifting frames. Feasibility, first sizing and prototype calculations, written so that the engineer who reviews or seals the design has something defensible to work from.
I do not seal drawings. That is deliberate. The seal belongs to a licensed engineer in your jurisdiction. My work is prepared for their review, and the separation is stated up front rather than discovered later.
You have an engineer. I work as your design subconsultant. You set the brief and the standard, I produce the calculations and drawings, and your Engineer of Record reviews and seals them.
You have a plant engineering department. The same arrangement, in house. Your internal engineering authority reviews the work and carries it, exactly as it would for any other supplier.
You have neither. You appoint a licensed engineer in your jurisdiction. They review, comment and seal; I revise to their comments until the package is accepted. Every US permit package I have worked on was handled this way.
On the record. US permit submittals, including LADBS and Orange County, California, have been reviewed, commented on and sealed by client-appointed licensed engineers. Review cycles are part of the job, not an exception.
Most engineers work to one code for their whole career. Working across both the Western and the post-Soviet families is unusual, and it is what makes a project in Kazakhstan and a project in Queensland the same kind of problem rather than two different careers. It is also why practices with their own engineering department bring me the job that falls outside the code they work to every day: they have the engineer who reviews and seals it — what they do not have is the code.
BS
EN
ACI
AISC
AISI
IBC
NBCC
AS/NZS
SNiP
SP
GOST
Concrete · Reinforced concrete · Steel · Steel-concrete composite · Timber · Masonry · Aluminium · Foundations · FRP — pultruded structures for walkways, gratings and cooling tower frames, and carbon-fibre strengthening to the ACI 440 family.
SAP2000
ETABS
SAFE
ROBOT SA
PROKON
LIRA
SCAD
IDEA
StatiCa
RAM CONNECTION
LIMCON
Three separate packages, not one: which is used depends on the code the connection is checked against.
TEDDS
This is the document your reviewer physically receives. Its format is one they already know, which removes an argument before it starts.
REVIT
TEKLA STRUCTURES
AUTOCAD
Underground gas storage and the development of new gas-oil condensate fields, 2004–2014, as a staff engineer in design institutes. Objects, not clients — the list is the point.
Gas compressor buildings · Air compressor buildings · Platforms for gas pumping units · Booster compressor units · Gas metering sites · Gas metering buildings · Gas distribution buildings
Gas separation buildings · Separator platforms · Gas flushing and drying buildings · Gas cleaning buildings · Gas treatment plant sites · Gas cooling plant sites · Air cooler installations
Regeneration facility · Nitrogen plant sites · Steel tanks with foundations · Underground drainage tanks · Platforms for waste tanks · Waste storage sites · Oil warehouses
On-site overpasses and pipe racks · Lightning masts and poles to 40 m · Transformer substation buildings · Diesel power facilities · Pumping and sewage stations · Repair and storage units · Modular buildings and checkpoints
Load schedule · analysis model · member and connection checks · foundation design · TEDDS report issued for review
General arrangement · framing plans · sections and details · connection details · schedules and takeoff
Revit, Tekla or SAP2000 · handed over on request · native files, yours on final payment · quantities extracted
Photo and video walkthrough review · built-versus-drawn checks · RFI responses · written notes your engineer can act on. Statutory inspections stay with your local licensed inspector.
Sketches, loads, codes and the standard your engineer expects. A photo of an existing drawing is enough to start.
Analysis, sizing, connections, foundations. Every assumption written down where a reviewer can find it.
Your engineer comments. I revise to those comments until the package is accepted. Included, not extra.
Final calculations, drawings and model, ready for seal.
Every structure was analysed, designed or detailed by me — as a staff engineer and as an independent consultant. Largest blocks: 82 United States · 21 United Kingdom · 16 Faroe Islands, one client over six years · 13 Australia · 7 Russia, industrial and healthcare.
A short pull from the record, chosen for spread rather than size. Each one posed a different problem.
Conveyor structure, 34 m, 365 tph. Long span, moving load, and a site with no fabrication capacity within reach.
FRP cooling tower — stress and vibration. Pultruded polymer, not steel: different stiffness, different failure mode, different code.
Pier strength against waves. Wind was not the governing load. The sea was.
Island resort with no crane on the island, no steel supplier and one ferry a week. Designed to arrive in a container and go up by hand.
1300-bed hospital and a regional perinatal centre. Large complex buildings as a staff engineer, with full structural responsibility.
Tieback anchor and vinyl sheet pile wall. The contractor carries the risk here, and the numbers must be right first time.
Can you seal drawings?
No, and I do not offer to. The seal belongs to a licensed engineer in your jurisdiction; my work is prepared for their review. That separation is deliberate.
Who owns the calculations and models?
You do, on final payment. Native files are handed over on request: SAP2000, Revit, Tekla, DWG.
How many revisions are included?
Every revision that comes from a reviewer’s comment on my own work. Changes to the brief are quoted separately, before I start them.

