Skip to content
Seimora Group

Status Scope of services. Nothing on this site is a record of completed work.

From design intent to as-built record.

Structural engineering, BIM and construction coordination, run as one process: one model, one document register, one accountable party.

Sample: 22 files from four parties filed as 8 register documents, each linked to a member of a sample steel frame. Not a Seimora project.

Sample model and register, generated for this page. Dashed: foundations and ductwork by others.

Sample register

DEMO. Not a Seimora project.

22 files received. 8 documents registered. 5 shown.

  • Reference-model check reportP01DEMO-SEI-ZZ-XX-RP-Z-0004
  • Erection drawingP01DEMO-SEI-ZZ-XX-DR-S-0201
  • Vendor documents registerP01DEMO-SEI-ZZ-XX-SH-Z-0003
  • General arrangementP01DEMO-SEI-ZZ-XX-DR-S-0001
  • Shop drawing, C1P01DEMO-SEI-ZZ-XX-DR-S-0101
  • Design basisP01DEMO-SEI-ZZ-XX-RP-S-0001
  • Plate schedule, BP1 and BP2P01DEMO-SEI-ZZ-XX-SH-S-0102
  • Anchor bolt planP01DEMO-SEI-ZZ-XX-DR-S-0202

The model is the index.

A sample job in five phases. Select a member to find the documents that name it, or a document to find its members.

  • A Set up the job: project intake and scope review; kick-off.

    Design basis: code, load cases, materials, criteria
    DEMO-SEI-ZZ-XX-RP-S-0001 P01
    Information basis: origin, grid, levels, naming, development
    DEMO-SEI-ZZ-XX-RP-Z-0002 P01
    Coordination basis: who answers what, and under which conventions
    DEMO-SEI-ZZ-XX-SH-Z-0005 P01
    Steel & fabrication engineering
    Detailing starts from a design set somebody has already approved, so there is nothing for this practice to set up before one exists.
    Render of the sample model: the setting-out grid and the level datums, before any steel. Footings by others, dashed.
  • B Qualify the inputs: design and document review; questions and clarifications.

    A reference-model check report per incoming issue
    DEMO-SEI-ZZ-XX-RP-Z-0004 P01
    The interface list, and the questions open against it
    DEMO-SEI-ZZ-XX-SH-Z-0006 P01
    Render of the sample model: the reference model it is checked against, and the duct by others, both dashed.
  • C Produce and check: engineering, modelling and detailing; internal review; QA/QC.

    Framing scheme, member sizing, design calculations
    DEMO-SEI-ZZ-XX-CA-S-0003 P01
    Shop drawing, C1
    DEMO-SEI-ZZ-XX-DR-S-0101 P01
    Clash report CL-001: duct by others at rafter R1
    DEMO-SEI-ZZ-XX-RP-Z-0007 P01
    General arrangement, grid 1
    DEMO-SEI-ZZ-XX-DR-S-0001 P01
    Render of the sample model: the steel erected, and clash CL-001 where the duct by others meets rafter R1.
  • D Get it approved: client and design-team coordination; revisions.

    General arrangement, grid 1: duct re-routed by its author (CL-001)
    DEMO-SEI-ZZ-XX-DR-S-0001 P02
    The submittal, and the revision that answers its comments
    DEMO-SEI-ZZ-XX-SH-S-0008 P01

    Shown at full size. Scroll sideways for the whole sheet.

    Drawing
    General arrangement, grid 1
    Number
    DEMO-SEI-ZZ-XX-DR-S-0001
    Rev
    P02
    Status
    S2 Shared
    Note
    Sample. Not a Seimora project.
    Sample drawing: the general arrangement of grid 1 at revision P02, with the duct re-routed by its author.
  • E Issue and support: final deliverables; construction support and closeout.

    Release package, lot 1: C1 and BP1
    DEMO-SEI-ZZ-XX-SH-S-0009 P01
    IFC and the native file at a stated revision; the as-built model
    DEMO-SEI-ZZ-XX-M3-S-0010 P01
    As-built model
    DEMO-SEI-ZZ-XX-M3-Z-0011 P01

A Set up the job: project intake and scope review; kick-off.B Qualify the inputs: design and document review; questions and clarifications.C Produce and check: engineering, modelling and detailing; internal review; QA/QC.D Get it approved: client and design-team coordination; revisions.E Issue and support: final deliverables; construction support and closeout.

Render of the sample model under synthetic points standing in for a scan of the finished frame. Not a survey.Render of the sample model under synthetic points standing in for a scan of the finished frame. Not a survey.
ABP02Level 1 +0.000Level 1 +0'-0"Eaves +6.000Eaves +19'-8 1/4"12 00039'-4 7/16"6 00019'-8 1/4"Foundation by othersDuct by others, re-routed by its author (CL-001)Previous position shown phantomRevDescriptionP01First issue for coordinationP02Duct re-routed by its author (CL-001)DrawingGeneral arrangement, grid 1NumberDEMO-SEI-ZZ-XX-DR-S-0001RevP02StatusS2 SharedNoteSample. Not a Seimora project.
Sample modelA generated two-bay portal frame, not a Seimora project.Sample frame, generated geometry: 12 m span, two 6 m bays, 6 m eaves, 14° pitch. 10 marks, 60 pieces, 9.21 t.Sample frame, generated geometry: 39'-4 7/16" span, two 19'-8 1/4" bays, 19'-8 1/4" eaves, 14° pitch. 10 marks, 60 pieces, 20,301 lb.Dashed: by others.Drag to rotate, pinch or use the buttons to zoom. Click a member.

Member schedule: 10 marks, 60 pieces, 9.21 t20,301 lb
Two-bay portal frame: every piece mark, its section, grade, length and weight
MarkTypeProfileGradeLengthWeightOffDrawing
BP1Base platePL 400x400x25S355JR25 mm0'-1"31.4 kg69.2 lb6DEMO-SEI-ZZ-XX-DR-S-0001 (opens in a new tab)
BP2Base platePL 300x300x20S355JR20 mm0'-0 13/16"14.1 kg31.1 lb4DEMO-SEI-ZZ-XX-DR-S-0001 (opens in a new tab)
BR1Wall bracingFL 100x10S275JR8,485.3 mm27'-10 1/16"66.6 kg146.8 lb8DEMO-SEI-ZZ-XX-DR-S-0001 (opens in a new tab)
BR2Roof bracingFL 100x10S275JR8,616.8 mm28'-3 1/4"67.6 kg149.0 lb4DEMO-SEI-ZZ-XX-DR-S-0001 (opens in a new tab)
C1ColumnUC 254x254x73S355JR6,000 mm19'-8 1/4"438.5 kg966.7 lb6DEMO-SEI-ZZ-XX-DR-S-0001 (opens in a new tab)
EB1Eaves beamUB 254x146x31S275JR6,000 mm19'-8 1/4"187.0 kg412.3 lb4DEMO-SEI-ZZ-XX-DR-S-0001 (opens in a new tab)
GP1Gable postUC 152x152x30S355JR7,000 mm22'-11 9/16"210.5 kg464.1 lb4DEMO-SEI-ZZ-XX-DR-S-0001 (opens in a new tab)
P1PurlinSHS 100x100x5S355J2H6,000 mm19'-8 1/4"88.1 kg194.2 lb16DEMO-SEI-ZZ-XX-DR-S-0001 (opens in a new tab)
R1RafterUB 406x178x60S355JR6,184.7 mm20'-3 1/2"371.4 kg818.8 lb6DEMO-SEI-ZZ-XX-DR-S-0001 (opens in a new tab)
RB1Ridge beamUB 203x133x25S275JR6,000 mm19'-8 1/4"150.7 kg332.2 lb2DEMO-SEI-ZZ-XX-DR-S-0001 (opens in a new tab)

Development fixture, not a Seimora project. Geometry generated parametrically rather than traced from anyone's drawing: 12 m span, two 6 m bays, 6 m eaves, 14 degree pitch39'-4 7/16" span, two 19'-8 1/4" bays, 19'-8 1/4" eaves, 14 degree pitch. Sections are European catalogue designations (EN 10365 UB/UC, EN 10210 SHS) with published areas; the purlins stand in for the cold-formed zeds a real frame would use.

Six practices. One register.

Whichever practice a job starts in, its drawings, models and calculations join the same register, against the same model.

Who does what on your project.

Seimora’s part is the model, the drawings and the register. The site, the shop and the sign-off stay with the parties you appoint.

Continuous line: Seimora’s scope Dashed line: By others

Seimora Group

Output
  • Models
  • Drawings
  • Calculations
  • The document register
  • Coordination
Practices
  • Structural engineering
  • Steel & fabrication engineering
  • BIM & digital delivery
  • Construction coordination and project controls
  • Industrial & specialty structures
  • Architecture & design support
Status
  • no completed projects are claimed or published under the Seimora name

General contractor or CM at risk

Builds the structure and runs the site, under its own contract with you.

Seimora Group:

  • not a general contractor
  • not a construction manager at risk

Your engineer of record

Holds design responsibility for the structure.

Seimora Group:

  • not the engineer of record on any project; the engineer of record is the licensed party you engage for that role

The fabricator

Cuts, welds and coats the steel in its own shop, from the shop drawings.

Seimora Group:

  • owns no fabrication facility

The engineer who seals

One for each jurisdiction the structure is built in.

Seimora Group:

  • sealing arranged through individually licensed engineers by jurisdiction, jurisdictions published only when confirmed

Your foundation designer

Designs the pads, pedestals and anchor rods the steel stands on.

Render of sample anchor rods on pedestals. Foundations are by others. Not a photograph.

Seimora is not a general contractor, not a construction manager at risk, and owns no fabrication facility. Where a project requires a professional or structural engineer’s seal, Seimora arranges sealing through an individually licensed engineer for that jurisdiction. Seimora holds no licence in any jurisdiction and publishes no coverage map.

Send us the model.

A drawing set or a written scope works too. Tell us the structure, its design code, and what has to be issued.

To Seimora Group

Items
Purpose of issue

Only the item types, purpose and file facts travel to the next page, in its address. File names and contents do not.

This site may use privacy-respecting, cookie-less analytics to understand overall traffic. Nothing loads unless you accept. Cookie policy